WO2009049470A1 - A bored pile drilling machine - Google Patents

A bored pile drilling machine Download PDF

Info

Publication number
WO2009049470A1
WO2009049470A1 PCT/CN2008/001608 CN2008001608W WO2009049470A1 WO 2009049470 A1 WO2009049470 A1 WO 2009049470A1 CN 2008001608 W CN2008001608 W CN 2008001608W WO 2009049470 A1 WO2009049470 A1 WO 2009049470A1
Authority
WO
WIPO (PCT)
Prior art keywords
welded
casing
hole
drill
bit
Prior art date
Application number
PCT/CN2008/001608
Other languages
French (fr)
Chinese (zh)
Inventor
Shichang Ye
Original Assignee
Shichang Ye
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from CN2007101539828A external-priority patent/CN101144278B/en
Application filed by Shichang Ye filed Critical Shichang Ye
Publication of WO2009049470A1 publication Critical patent/WO2009049470A1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B11/00Other drilling tools
    • E21B11/04Boring grabs

Definitions

  • the invention aims to combine the functions of all the current bored pile drivers as much as possible to achieve multi-purpose use of one machine. For complex formations, whether hard, soft, or even sand or mud, it can be drilled. Not only for onshore work, but also for water work.
  • the current pile-driving technology is relatively simple, if there is a comprehensive pile driver.
  • I when I was working in the geological team, I was very familiar with the core drilling technology, and I knew what kind of technology was used to solve the problem.
  • ⁇ I have managed two rigs, mainly in the loose and easy to collapse formation. As a result, the monthly footage is more than a kilometer, and the annual footage is over 10,000 meters. 1 ⁇ The rig has a monthly footage of 400-500 meters. I have not learned engineering geology and I don’t know enough about the pile machine technology, but I also I often go to ⁇ others to piling, and I don’t think so.
  • Bored pile driver I have to make inherited the previous people's drilling technology, such as drilling drill bit and impact drill I have also made major modifications.
  • the utility model is characterized in that the movable airfoil drill bit is used for continuous reaming drilling, and the special inner device and the outer casing follow the drill bit to enter the bottom of the hole, and the airfoil is gathered up to be a grab, which is a drill bit when opened, and can be Pull up inside the inner casing.
  • the whole pile driver consists of two parts: the upper part does not rotate and the lower part rotates.
  • the upper non-rotating portion is composed of a sealed chamber, a top bearing device, a water pipe anti-rotation device, a lifting device, a cable, a lower bearing device, and a weighting chamber.
  • the sealing chamber is made of steel plate rolled and welded, and a connecting ring is welded up and down, and sealed with a round thick steel plate and padded in the middle.
  • the interior 'equipped with two small motors and transmission gears. There is no shifting mechanism, mainly using the high-tech products of the surface " ⁇ frequency converter to realize the shifting of the motor. This is so much different, different rock layers can be drilled at different speeds.
  • the sealed outdoor wall is symmetrically welded with two guiding strips, so that The pile driver moves up and down along the inner casing guiding groove.
  • the top bearing device has a radial and axial bearing, which can hang the entire weight of the pile driver, and the rotating center tube is not used by the sealing ring and the bearing at 1 ⁇
  • the rotating drain joint is separated. Because the pile machine can't rotate in the inner casing, and the water pipe winch in the upper part of the wellhead is in the process of rolling and releasing, it will generate a torque to the water pipe.
  • the water pipe is designed here. It is fixed to a large seamless pipe and is also separated by a seal ring and a bearing to separate the rotating drain joint from the fixed anti-rotator main.
  • the lifting device comprises two lifting beams and a lifting beam.
  • the lower bearing device also has a radial and axial bearing for sealing, positioning and pressure bearing.
  • the weighting chamber device is made up of 10 thick steel coils. After welding, it is welded into a short cylinder, and a connecting ring is twisted up and down. It has eight holes symmetrically (the upper part is a threaded hole). The two sides are also symmetrically welded to the guiding strip, but the square of the upper sealing chamber Corresponding. The upper part is connected with the sealing chamber, the lower part is added with a round thick steel plate, and the bottom part is welded to the lower bearing seat. The indoor weighting block is placed as needed.
  • the lower rotating portion is composed of a fin-shaped drill, a hanging cylinder, a link mechanism, a lower cross groove, and a fin drill closing mechanism.
  • wing-shaped drills there are four pieces of wing-shaped drills, each of which is cut into three different trapezoids by three 10mm thick steel plates, which are bent and then welded.
  • the lower knife edge is a fragile part.
  • alloy sheets or sneezing alloy powder it is additionally machined and bolted.
  • the horizontal water tanks are opened at a certain distance (the positions of the pieces are different), and the middle and right sides are each set with alloy sheets or spray welding. Alloy powder.
  • the lower part of the knife edge does not need to be welded with steel sheets, which are directly processed from the outer layer, and the bottom is also inlaid with alloy sheets or spray-welded alloy powder.
  • the edge of the right wedge-shaped steel sheet protrudes from the outside of the fin, and the slope is tangent to the hole wall, and is mainly used for cutting the rock layer.
  • the left wedge-shaped steel sheet does not protrude, and the edge of the fin is identical, and its slope is The fin bits are tangent in diameter. There is no need to weld the alloy sheet, but some alloy powder should be sprayed. Its main function is to produce an inwardly contracting pressure when the fin bit rotates in the counterclockwise direction.
  • the outer casing needs to be changed to cement pipe, and the thickness (ie diameter) is increased more.
  • a reaming block is bolted to the transverse trough of a wedge-shaped steel piece in the middle of the back of each fin bit. The thickness is determined according to the needs, because it is used for drilling wells in shallow holes and soft formations. , so the strength requirements are fully met.
  • the lower joint and the connecting rod seat are welded to the inner side of the fin bit.
  • the hanging cylinder is rolled and rolled by a 10mm thick steel plate.
  • the upper part is welded with a connecting ring, and eight threaded holes are opened.
  • a circular medium-thick steel plate is added thereon and screwed.
  • a circular hole is opened in the center of the medium-thick steel plate, and a sleeve is welded therebetween.
  • the sleeve is provided with a cross-hexagon socket and a gasket, and three steel balls are respectively arranged on six planes.
  • the upper part of the hexagon socket is provided with a rubber pad and a pressure plate and fastened with screws. In this way, the central shaft tube and the steel ball are in direct contact, the friction between them is greatly reduced, and the central shaft is freely movable.
  • four wing fins are welded to the lower part of the hanging cylinder; four wing fins are welded to the upper part, and four shoulder pads are symmetrically welded on the outer side.
  • the linkage mechanism includes a connecting rod, a lever beam, a boom, and a seat hinged therewith. The actions and actions of this will be discussed in the following detailed description.
  • the lower cross slot device is slotted with a thick steel plate and welded to the thick center tube.
  • a fixing frame is fixed on the outer side of the lower part of the lower part, and a movable roller worn by a rough shackle is mounted on both sides of the frame, so that the connecting rod directly contacts the same. The friction between them is greatly reduced.
  • a cross-sleeve hex socket is attached to the upper and lower portions of the center tube of the cross recess to transmit torque.
  • the flap-shaped drill bit closing mechanism is composed of an upper cross groove device, a shrinking ejector pin, a receiving and discharging connecting column and a limit welding ring.
  • the upper cross recess device is also slotted with a thick steel plate and welded to the inner hexagon socket with a cross, and a circular hole is formed at a suitable position in the middle. There is a wide space between the limit welding ring and the hexagonal shaft, which is filled with solder and used to fix the position of the upper slot.
  • the central shaft tube connects the upper non-rotating portion and the lower rotating portion.
  • the whole shaft rotates and consists of three sections.
  • the upper and lower parts are circular shaft tubes, and the middle part is the upper and lower small outer hexagonal shaft tubes.
  • the lower part of the lower shaft tube is threadedly coupled to a pilot bit, which is separated by a welded strip at the bottom and is provided with an alloy piece.
  • a section of the lower shaft tube adjacent to the drill bit is cut into square tubes to facilitate the closing of the wing-shaped drill bit.
  • all the wreckage can be concentrated in the small hole during the reverse circulation drilling, so that the sand pump can discharge them to the surface. If a positive circulation method is used for drilling, a small amount of residue will remain in the washing process after the final hole, and this guiding small hole is just a place where they are concentrated, which ensures a large area of "cleaning" at the bottom of the hole.
  • the inner and outer casings unique to the pile driver (Fig. 6 - Fig. 7): 1)
  • the inner casing of the movable body the former mainly uses the drill pipe or the reaction torque Balance the mechanism to deliver torque.
  • the reason why it is called activity is to use the elasticity of the steel plate. It can be opened or contracted. After a small water pipe is passed through the round hole of the special buckle, it becomes a casing.
  • a well-sealed fixed outer casing It is mainly used in conjunction with the movable inner casing. Suitable for particularly complex formations and water operations.
  • Chuck (Fig. 9 - Fig. 10): The inner and outer casings designed by the pile driver are not threaded. Because of the large diameter, it is not easy to implement and the processing is difficult. At the same time, if the entire thickness of the casing is increased, it will increase its own weight, let alone the elastic bending of the casing. Therefore, only the thin steel plate is used to make the casing main body, and then the ribs are welded on the outer side of the rib. The larger the diameter, the larger the ribs should be, and the six pieces are symmetrically welded here. Then, at the appropriate position on the upper and lower parts of each rib, some transverse grooves are opened, and these grooves are used to solve the problem of their joint and hanging weight.
  • the chuck here is designed to solve these problems: it can either engage or loosen the casing or hang the full weight. In addition, it can simultaneously press in or pull out the double sleeve.
  • Casing support (Fig. 8): This is the supporting equipment of this patent, which is specially designed for hanging inner and outer casings. The structure is simple and easy to operate. It is hung from the lower part of the general drill and can be rotated freely. The figure is omitted because of the length relationship, that is, a chain (254) should be added between the two hook rings (195) - see Figure 13, the length is more than 2.5 times the length of each tube.
  • Hole retainer and inner sleeve hook (Fig. 12-Fig. 13): For personal safety, the hole must be protected by a retainer. But here is not just for this purpose, there are other 'uses. As mentioned above, after the inner sleeve is shrunk, its diameter and the distance from the inner wall of the outer sleeve are not strictly regulated, which brings certain difficulties to lifting. In order to solve this problem, here, on the top ring beam of the orifice retainer, six hooks are suspended by a chain. The middle shaft of the hook can be rotated freely, and there is a baffle on the front.
  • Water pipes and cable guides (Fig. 14): The water pipes of the former submersible pile machines are hung with hooks. It is convenient to lift them in a short distance, but it is much more difficult to make long and long distance lifting.
  • This patent is designed with a hose winch.
  • the former has a cable winch.
  • water pipes and cable guides are designed here. Its function has two aspects. First, when the pile driver is lowered into the hole, the winch and the hoist are braked, and the guide will automatically flip over, aligning the center of the hole, and at the same time, they can automatically slide down the pile machine. Second, when the pile driver is lifting and unloading, the cable winch and the water pipe must be lifted.
  • Water pipe anti-rotation device (upper part of Fig. 5): The pile driver can not rotate in the casing, and can only slide up and down along the guiding groove. In the process of reeling, the water pipe hoisting machine will rotate the water pipe itself at a certain angle. This will definitely break the water pipe. In order to solve this problem, a water pipe anti-rotation device is added to the upper part of the rushing pile driver. The action of the upper and lower parts is separated mainly by the friction of the bearing and the sealing ring.
  • Drilling and expanding the drill bit (Fig. 15): There are a variety of drill-drilling drill bits for the former pile driver, which are of the upper and lower type. However, the simpler ones are for single reaming, and they cannot be used for positive or negative circulation. Drilling and expanding is more complicated, even with hydraulic control. It is very inconvenient for the tubing to pass through the well. Therefore, I have made some improvements to the drills of the predecessors here.
  • the upper grounding seat is fixed on the upper part of the center tube, the lower hinge seat is movable, and the moving distance is limited by the hexagonal sleeve, so that the most wood reaming or contraction state can be obtained.
  • Both the drilling and the bottoming fins can be removed, and the holes can be drilled or reamed separately, or drilled and reamed at the same time, and positive and reverse circulation can be performed.
  • it cannot be used alone and must be combined with a pile driver to be used.
  • an inverted three-leg reaming basket is added to the lower part of the drill bit, which is bolted to the drilling fin holder.
  • Impact pumping 2-in-1 drill bit (Fig. 16):
  • the above mentioned rushing drill mainframe also has impact function, but it is not the main one. It is only suitable for use in some relatively soft and stable formations. It is not suitable for loose, gravel-bearing formations and hard bedrock. Therefore, a drill bit that combines the impact and the suction pump is designed here. As long as it is a relatively stable formation that does not require casing, it can be drilled, whether it is soft or hard.
  • the shape is somewhat like a cross-shaped drill bit, but it differs greatly in structure.
  • a bucket is welded on the upper part of the cross blade, and four flaps are arranged on the bottom. Four vent pipes are welded in the bucket near the center tube.
  • a burr is welded to the outer edge of the blade, which forms a large and small annular space between the hopper (separated by a thick steel plate in the middle).
  • Hand-cranked or electric water pipe winch (Fig. 17): The textbook “Modern Foundation Engineering Construction” refers to the water pipe roller, but the structure is unclear, even if it is someone else's patent. However, the water pipes of the former pile driver are all hung with hooks, and it is not suitable for retracting with rollers. So here I designed a water pipe hoist that can be hand-cranked or motor-driven. The purpose is to roll the high-pressure pipe on the reel, which can be retracted at any time, saving labor. However, the reel is rotating, and the suction and drain pipes leading to the pump or pool are not rotatable.
  • an anti-rotation device must be added to the shaft row and the outer end of the inlet pipe in the reel, and the flushing liquid discharged or discharged is continuously communicated with the bottom of the hole through the elbow and the high-pressure pipe.
  • the driven reel can be driven directly by the V-belt pulley, but the speed cannot be too high, and the converted current must be input into the motor.
  • This design also needs to solve some other problems. If the deeper the hole is drilled, the more the number of high pressure pipe rolls rolled in the drum, the lower the line speed of the outer layer and the inner layer. do not. The problem of the drop of the high-pressure pipe is still solved. If it is difficult to make it rise synchronously with the wire rope, I am afraid that it will add more equipment.
  • Manpower collection and drain pipe platform (Fig. 11):
  • the hose winch designed above has advantages, but it also has disadvantages.
  • the advantages are as follows: First, to ensure that the flushing fluid can be continuously pumped or transported during the drilling process; secondly, the high-pressure pipe can be automatically slid down following the pile driver; thirdly, during the lifting process of the high-pressure pipe, No matter the hand or the motor, it saves labor.
  • the main disadvantages are as follows: First, it is difficult to control the synchronization process of the high-pressure pipe and the wire rope during the lifting process. Second, when the reverse circulation is drilled, a large amount of gravel fragments flow in the curved pipe for a long distance, which is bound to accelerate.
  • the manpower retractable water pipe platform is designed. On this platform, the water will be flat and flat in the shape of "8". First, its radius is increased, and the rinsing fluid with sediment and gravel flows on the same level, which is easy to pass. At the same time, the water pipes are curled one by one, and the angles they twisted cancel each other out, which eliminates the twisting phenomenon and prolongs the use of 'life. But its disadvantage is that it increases the physical labor intensity. In fact, the cable can also be retracted in this way, much simpler. ' "
  • the lower roller switch of the discharge tower funnel (Fig. 18): The unloading tower and the funnel used in this pile driver are basically the same as the previous ones. The difference is that there is a discharge tower retainer on the upper part of the funnel. There are eight movable plates at the bottom of the retainer, which are basically the same as the movable blocks in the chuck box. The diameter can be increased or decreased within a certain range.
  • the pile driver can be freely lowered and can be placed on the shoulder of the outside of the hanging cylinder to remove the waste. In order to save space, no drawings are drawn. However, the switches in the lower part of the funnel of the predecessors I feel that it is not suitable for the use of this pile driver.
  • the board switch which is pushable with a lever; it is also bolted. It is most suitable for some clays and fine homogeneous materials, but not for some uneven sizes of stones, especially large stones.
  • the cement slurry mixing plant on the modern construction site is hydraulically driven to open and close the loose leaf. This requires a larger motor and hydraulic pump, which is reliable, but increases engineering costs. Therefore, I am here to design another roller switch. Take two short seamless tubes, cut half of them in the middle, leaving a small part at both ends. Then they are made to roll relative to each other along the circumferential surface. When the part is turned to the cut part, the crack appears, and the switch is opened.
  • the two cylindrical surfaces are in contact with each other, and only the relative rolling is performed.
  • the switch is off. If one of the rollers on the right side is rotated clockwise, the two rollers are always lifted up and open, so that all cuttings and stones can not be blocked, and their rotation.
  • the invention patent has a total of eighteen figures, which are not so much. Because the whole pile machine is large in size and complicated at the same time, if the proportion is too small, it will not be clear. So it is divided into upper, middle and lower sections to draw, In addition to drawing the main view, some structural drawings can also be seen in the left or top view. If it is on a picture, it is a picture. If one view is on another piece of paper, it is considered as another picture. .
  • FIG. 1 is a front elevational view showing the overall structure of a rushing pile driver of the present invention.
  • Fig. 2 is a front elevational view showing the structure of the lower section of the rushing and drilling machine of the present invention.
  • FIG 3 is a front view, a top view, and a left side view of the movable wing bit structure of the present invention.
  • Fig. 4 is a front view showing the structure of the middle section of the rushing pile driver of the present invention.
  • Fig. 5 is a front elevational view showing the structure of the upper section of the rushing pile driver of the present invention.
  • Fig. 6 is a front elevational view showing the structure of the movable inner sleeve and the fixed outer sleeve according to the present invention.
  • Figure 7 is a schematic top plan view of the movable inner sleeve and the fixed outer sleeve structure of the present invention.
  • Figure 8 is a front elevational view of the casing of the present invention.
  • Fig. 9 is a schematic view of the chuck of the present invention.
  • Figure 10 is a front view, a top view, and a left side view of the chuck slider box of the present invention.
  • Figure 11 is a front view and a top view of the human body receiving and discharging pipe platform of the present invention.
  • Figure 12 is a front elevational view of the card and casing of the present invention.
  • Figure 13 is a front view and a plan view of the orifice retainer and the movable sleeve pull hook of the present invention.
  • Figure 14 is a front view and a left side view, respectively, of the water pipe and cable guide of the present invention.
  • Figure 15 is a front elevational view of the drill bit and the drill bit of the present invention.
  • Figure 16 is a simplified view of a two-in-one impactor of a shock and a suction pump according to the present invention.
  • Figure 17 is a front elevational view of the hand or electric water pipe hoist according to the present invention.
  • Figure 18 is a front view, a top view, and a left side view of the lower drum switch of the funnel of the present invention.
  • directional drill bit (1) the square column alloy piece (2), the lower central shaft tube (3), the middle hexagonal shaft tube (4), the hex socket with a cross shoulder (5), the lower Cross recessed center tube (6), lower cross slot weldment (7), wing drill bit link (8), fin bit lever beam (9), fin bit boom (10), fin drill bit holder (11), wing bit upper connecting seat (12), fin bit lower connecting seat (13), fin bit connecting rod seat (14), fin bit inner layer (15), fin bit middle layer (16) , outer layer of fin bit (17), middle part of wing piece (18), inner layer of blade bit (19), ⁇ (20) of blade cobalt head, outer layer of blade bit (21) , fin drill bit hanging cylinder (22), ⁇ 38 bushing (23), ⁇ 32 bushing (24), lower cross groove upper reinforcing bar (25), round thick steel plate lower connecting ring (26), Weighted welded seamless pipe (27), hanging cylinder outer unloading shoulder (28), wing bit right welding piece
  • a chuck box movable block (201), a chuck box upper cover (202), a chuck box lower cover (203), a chuck inner layer annular splint (204), a fixed inner layer splint welded rectangular tube (205), Fixed outer fan-shaped gasket (206), chuck outer cleat top column (207), chuck outer layer upper and lower annular splint (208), chuck up and down moving conduit (209), fixed chuck inner layer pin ( 210), welded steel plate (211) on both sides of the chuck box, welding pressure ring (212) on the side of the chuck box, and chuck slider (213) on the chuck box.
  • 214-215 empty.
  • the preferred embodiment of the invention is such. Including: 'rushing drill mainframe, inner and outer casings, chucks, casing racks, orifice retainers and inner casing hooks, water pipes and cable guides, water pipe anti-rotation, drill-drilling drills, impact pumping two It consists of 12 parts, including a drill bit, a hand or electric water pipe hoist, a manpower retractable water pipe platform, and a funnel lower roller switch. '
  • the pile driver has the functions of punching, grabbing and drilling. It is completely different from the structure of the traditional pile driver. It has no power head and no drill.
  • the rod is suspended by a wire rope, and the guide groove of the inner sleeve is used as a counter-torque balance mechanism to integrate the sleeve and the drill rod, and the inner sleeve can also be used as a feed if necessary.
  • the power for driving the shaft is a common three-phase asynchronous motor, which is placed directly in the downhole sealed room without a shifting mechanism.
  • the lever principle is skillfully used to hinge the upper end of the connecting rod (8) to the middle of the lever beam (9); the lower end is hinged to the wing bit connecting rod seat (14).
  • One end of the lever beam (9) is hinged to the upper part of the lower cross groove weldment (7); the other end is hinged to the lower part of the boom (10).
  • the upper end of the boom (10) is hinged to the boom seat (11) on the upper part of the hanging cylinder (22).
  • the lower part of the fin bit is welded with a lower joint (13), which is hinged to the upper joint (12) at the lower part of the hanging cylinder (22).
  • Figure 1 shows the contraction of the pile driver during lifting.
  • the central fin bit should be removed from the ejector pin (47). Then slowly lower it along the guide groove (162) of the movable inner sleeve (160), but the pile guide rail (62) should not be hung at the end of the movable inner sleeve lower guide groove (174). On, should also maintain a distance.
  • two or four small motors (66) rotate clockwise at a predetermined speed, and the two driving gears (63) drive the driven gear (64), so that the entire center shaft Tubes (69), (4), (3) also follow the rotation.
  • the pilot bit (1) has not yet reached the bottom of the hole.
  • the bit is subjected to resistance, that is, the weight of the lower rotating part is pressed against the wreck, and the weight is slowly reduced on the electronic scale. Small, until zero.
  • the pilot bit (1) while being drilled, only bears the weight of the upper non-rotating portion, but this is sufficient, not enough for the weighting chamber to increase the thick steel plate.
  • the rock formation is first engraved, forcing the entire central shaft tube to descend, so that the lower cross groove weldment (7) also carries the lever beam ( 9) One end is lowered, and the wing bit is pressed by the connecting rod, (8) to make it slowly open.
  • the reaction force generated at the other end of the lever beam (9) pushes the suspension cylinder (22) through the boom (10), which reduces the weight to a certain extent, but this weight is always applied to the connecting rod (8).
  • the weight of the non-rotating part is simultaneously applied to the wing drill bit and the pilot drill bit (1).
  • the central shaft tube is continuously descending, and the connecting rod (8) : continuously pushes the fin bit to expand outward.
  • the welded part (29) on the right side is wedge-shaped from the vertical and horizontal directions due to the large edge of the protruding fin, and the chamfered surface of the (29) is tangential to the rock, so it is placed on the (29).
  • the alloy sheet (2) continuously cuts the rock under the action of huge pressure; the welded part (18) in the middle of the back of the flap is also provided with an alloy piece (2) on the outside, and also cuts the rock during the rotation, and passes through the fin
  • the outer layer continuously pulls the cuttings away from the center. From the surface depth gauge, it can be seen that when the pile machine descends to the bottom of the hole, if there is a wreckage, if it is lowered by 180, the wing bit has been opened to the maximum, and it is slightly inclined outward. However, the right (29), middle (18), and left (30) welds on the outside are vertical, so the drilled holes are also vertical.
  • the fin bit will be opened to the maximum when the depth gauge is lowered by 180 X 2 mm.
  • the theory is like this, it is actually difficult to master in the work. In general, after seeing a 180mm drop on the depth gauge, you should drill a little more, and you should stop drilling until it can't fall any more. At this time, the hole bottom of the drilled hole is not flat. It cuts the rock roughly along the ⁇ -track in the lower part of Fig. 1 or Fig. 2, and can be described by a simple image. Some are like a volcanic cone, and slowly rise from the hole wall to the middle. There is a hole in the center.
  • the motor When the direction of the current after the frequency conversion is changed, the motor will drive the central shaft tube to rotate counterclockwise, and the fin bit will follow in turn. Since the splicing member (30) on the left side does not protrude from the outer edge of the flap, it is also wedge-shaped when viewed from the horizontal and vertical directions, but its chamfered surface is inclined inward. So when the fin is reversing, it creates a pressure that shrinks inwardly due to the presence of the medium, but it does not necessarily make it close. Only when the fin drill is reversed, the weight is controlled on the scale (the upper part is not rotated, or slightly larger), and the pile driver is slowly raised within the range of 180 mm on the depth gauge.
  • the piece (2) cuts the "volcanic cone” bulge, and the lithic ridges are entangled in the center by the outer layer of the flank. If you are drilling in a softer sand layer, the grip will be loose after the two forces are applied.
  • the rope is raised to 180 mm, the four fin bits are completely closed to the lower center tube (3) pre-machined square column. At this time, the protruding "volcanic cone” was almost flattened, which completed the soil grabbing process. If the pile driver is further lifted, it will leave the bottom of the hole until it is raised from the inner casing, and finally it is placed on the specially designed discharge tower.
  • the eight movable plates at the bottom of the funnel retainer can be placed at any time. Hang the shoulder pad (28) on the outside of the cylinder (22), and then loosen the wire rope. Under the upper weight, the wing bit is automatically opened and the waste is unloaded on the funnel or truck. Then lift the steel rope to repeat the above process.
  • the pile driver designed its own lifting device. It consists mainly of lifting towers, flatbeds and tracks.
  • the tower is somewhat like the tower crane used in construction today, but the structure is very different. Because the angle of ⁇ ⁇ rotation is relatively small, generally 120', so add a vertical shaft at the top and three ropes on the shaft. The purpose is to increase the lifting capacity.
  • the impact rig lifting equipment is also installed (it is best to use someone's scrap rig to repair during the test), electronic cymbal, depth gauge, frequency converter and so on.
  • the flat frame is on a light rail and is fixed to the rail when drilling.
  • the high-pressure water pump is a three-cylinder reciprocating double-acting horizontal mud pump (BW600/20) used by the geological team.
  • the maximum displacement of the first gear is 36m7h; the maximum displacement of the second gear is 24.6 mVh.
  • This is the largest displacement mud pump for geological use. Because the drilling speed of this pile driver is relatively slow, it is sufficient for medium and small diameter pile drivers. Its main functions are as follows: 1/ It can be connected with four small water pipes on the inner wall of the inner casing. 'High-speed flushing liquid (water or mud) can be used to help cut the rock layer if necessary. 2/ Usually the positive circulation method used to drill, the flushing liquid is just the opposite, from the pump suction: the water suction ( ⁇ ) tube of the reverse circulation equipment enters the high pressure tube, flows through the bottom of the hole, and then returns to the hole from the borehole space.
  • the pumping-spraying reverse circulation is started at the same time, under the huge suction force of the upper part, the flushing liquid with cuttings is sucked into the high-pressure pipe through the guiding bit, and rises to the suction pipe of the reverse circulation device, and then Flow through the drainage tube into the sedimentation tank. 4/
  • the circulating fluid can flow out of the orifice and then into the sedimentation tank. In order not to wrap the high-pressure pipe and cable around the wire rope during impact, they should be removed beforehand, and the high-pressure pipe should be left under the hole, but keep a certain distance from the main machine or the drill bit.
  • the pile driver can be used as follows without a casing. If the pile driver is placed on the unloading tower specially designed in this patent, the upper non-rotating part is lowered to the lowest point, and the four retracting connecting columns (44) are just placed in the slots of the upper cross groove welding piece (50). At this point, the holes of the two parts are just aligned, and then a long bolt (46) is used to fix them, so that the four wing drill bits are always open. At the same time, it is better to replace the cross shaft drill with a larger diameter at the lower part of the central shaft tube. In addition, temporarily remove the cable (133) and the long high pressure pipe (150) leading to the surface, and finally replace the impact lifter.
  • the best way to drill is to 'put the high-pressure pipe (150) directly down the bottom of the hole, but there should be a distance from the pile driver, and then use the pressure pump to send the mud as far as possible, that is, first use the positive circulation impact drill Progress. After the final hole, connect the pressure tube (150) and wash the hole by reverse circulation. This method is highly polluting to the environment and conditions are not allowed to be used.
  • the best implementation of the inner and outer casing ( Figure 6 - Figure 7): 1) the movable inner casing: it is made of 4-6 painting (depending on the aperture size) steel plate, but at the seam A bevel, without welding. It is called the casing closed line (171).
  • the short joint buckle (161) is welded to the upper left side of the opening and closing line (171) of the casing inner wall, and the long joint buckle (163) is welded to the right side, and is equivalent to the left side of the closing line (171): long buckle (163)
  • a rectangular hole is opened at the position for the upper long buckle (163) to slide along the tie when the sleeve is contracted.
  • the short buckle (161) is attached to the left side of the lower part of the opening and closing line (171)
  • the long buckle (172) is welded to the right side, and a rectangular hole is formed to the left side, and the position of the two buckles and the upper part are exactly the opposite.
  • There are round holes in the middle of the buckle which will become a luxury tube after passing through the small water pipes (165) and (176).
  • the lowermost shorting buckle (177) of the lowermost section of the casing (173) is somewhat different from the upper shorting buckle (161). Its holes are graded, and the water pipes can be pulled here but cannot be rotated.
  • the same short buckle (161) is welded to the upper and lower portions which are approximately cross-symmetrical with the opening and closing buckle, but the lowermost short buckle (179) of the lowermost section (173) of the sleeve is different from the upper part, and its round hole is Threaded hole.
  • the three rows of buckles are also threaded with small water pipes (165), (178), but the lower (178) lower part is threaded.
  • the length of the small water pipe is roughly equal to the length of the casing, except that it has more connecting threaded parts (except for the first lower water pipe), and the upper and lower sides are tapered threads, and the upper part of each water pipe must be sunk into the short buckle (161).
  • a small part facilitates the joints between the sleeves.
  • the upper part of the small water pipe can be connected with the high-pressure water pump, and the flushing liquid directly penetrates the bottom of the hole to speed up the drilling speed and concentrate some of the waste pipe in the center pipe (3).
  • the torsion between the upper and lower casings is partially balanced by the four water pipes.
  • the inner wall of the sleeve is specifically symmetrical, and one guide groove (162) is continuously welded at each position, and the bottom portion (174) is closed at the bottom.
  • the groove wall is padded and easy to replace after wear. 4
  • the pile driver guides and balances the torque.
  • two pairs of shrinking nails (164) are welded at appropriate positions on both sides thereof, each of which has a small hole, and after each pair of bundled wires, it is taken out through a nearby small hole.
  • the outer wall of the casing is tightened, and then each pair and each casing are connected by wires. Its role, one is to tighten each of the casing, the second is to help the casing shrink, as explained below.
  • the outer wall of the sleeve is symmetrical hexagonally welded with six ribs (167), and three transverse grooves are formed at appropriate positions in the upper and lower portions of each rib.
  • One is used for jointing and hanging the weight of the casing; the other is used for twisting and hanging of the chuck; the lateral grooves on the side are only present in the upper part of the rib, and are used for hanging the rack.
  • each rib has an oblong hole in the middle of the rib and passes through the sleeve for 3 ⁇ 4 hook sling after the sleeve is retracted.
  • each bushing should not be too long, preferably 800-1200mm.
  • the inner sleeve is not easy to bend when it is long. It is difficult to shrink. At the same time, when inserting the casing, it is necessary to add three to the ground before entering the hole, which increases the height of the table.
  • the outer casing In general, in the sand layer and the mud-bearing stratum and in the operation of the water, the outer casing is used together with each other. Sleeve together, there is a bump (180) in the lower part of the inner sleeve rib (175) so that it (181) cannot slide down. Therefore, in the short time of the lower double casing, the inner casing is to bear the full weight of the outer casing (of course, the friction between the outer casing and the rock layer is subtracted).
  • the casings (160) and (173) will automatically contract (because the inner and outer casings are filled) Sediment), the maximum diameter can be reduced by more than 60 rounds. If it is not suitable, use a lifting frame to gently pull the wire on the outer wall of the casing, and it will gather from top to bottom. At this point, continue to add pressure to the outer casing to cut off the sand layer. Before entering the steel cage, first pull the inner casing, then pour the concrete while pulling the outer casing.
  • a well-sealed fixed outer casing (Fig. 6 Fig. 7): It is made up of 5-8 thick (depending on the diameter) steel plate and then spliced, and the upper and lower parts of each casing are There is a length of 50mm as the overlap part, and if necessary, a pad or a filler can be placed to make it have better sealing performance. Its inner diameter is 4-6 mm larger than the outer diameter of the rib of the movable inner sleeve, preferably 4 mm. The length of each section should be the same as the inner sleeve, but the bottom section is much shorter. There are two reasons. One is to support the lugs of the inner sleeve, and the other is to match the combination chuck.
  • the outer wall is also symmetrically welded with six ribs (169), (182).
  • the thickness and size are the same as the inner casing.
  • the radius is slightly different, but it is negligible.
  • the transverse grooves in the upper and lower appropriate positions are also identical to the inner casing ribs, except that the central portion does not have an open circular hole. Under normal circumstances, it is not used alone, and it is combined with the inner sleeve to be inserted into the hole. Particularly suitable for complex formations and water operations. It is also necessary to have a double jacket for some pile holes that require high quality.
  • the inner wall of the lowermost section of the outer casing must be equivalent to the position of the bump (180), and a groove is welded by two thin steel plates (166) so that the bumps (180) are just embedded therein, so that they can be at least in one section. There is no problem with the internal and secondary activities.
  • Double casing drilling and grabbing method Suitable for water operations and drilling in loose soils, drifting sand layers or mud-bearing formations. For example, hard rock, schist, shale, and siltstone can also be drilled in the middle, but the drilling speed is very slow.
  • This method can eliminate the need of clear water or mud hole protection. It only needs to use high-pressure pump (geological) to spray the flushing liquid (water or mud) directly through the four small water pipes on the inner wall of the inner casing to the bottom of the hole to help cut the broken rock layer.
  • the wall of the hole is protected, and the third is to dilute the cuttings into a paste. If the viscosity is not enough, the mud ball can be put into the hole for easy grasping. If the water level in the hole is high, it is not necessary to spray the flushing liquid through the small water pipe, and the drilling can be directly drilled. This is the most environmentally friendly way to drill. Most suitable for water shortage areas.
  • the solution is to slow down the speed of the pile driver and increase the amount of positive and negative circulation pumps so that the cuttings are quickly discharged to the surface.
  • the pile driver continuously drills down on the one hand, and on the other hand continuously discharges the cuttings to the surface by positive or reverse circulation.
  • the aperture that is punched out will be much smaller.
  • the only way to do this is to spray the rinsing fluid from four small pipes at a high speed to help cut the rock formation.
  • the second is to use the hydraulic device on the surface to simultaneously press the inner and outer casings or the single-layer inner casing through the chuck to help repair the hole.
  • the cuttings are then discharged to the surface using positive or negative circulation methods. If drilling with a positive circulation method, mud must be used as the flushing fluid: If drilling with reverse circulation method, use flushing water or mud as the flushing fluid.
  • the single layer or double layer casing depends on the stability of the ground layer, and the single layer is not suitable for water work. ⁇
  • the best implementation of the chuck It is divided into two parts: fixed and active.
  • the fixed part is mainly composed of upper and lower annular cleats (208), and six fan-shaped spacers (206) are symmetrically welded on the outer side; and six top posts (207) are symmetrically welded on the inner side edges.
  • Four of the sector-shaped spacers (206) are opened in the middle, and pass through the upper and lower annular plates (208) and the four conduits (209).
  • the movable part is also composed of two slightly thinner annular splints (204), welded rectangular tubes (205) and a chuck box.
  • the outer diameter of the inner ring-shaped splint (204) is smaller than the inner diameter of the fan-shaped spacer (206) by 0.5 to 1 drawing, and the inner diameter and the annular layer of the annular cleat (208) are the same. Here we want to rotate it (204) by a certain angle, so we open six gaps symmetrically.
  • a rectangular tube (205) is welded between the two splints (204) at the center of the notch.
  • the chuck box (Fig. 10) mainly consists of a movable block (201), an upper cover (202), a lower cover (203), welded steel plates (211) on both sides, a side pressure ring (212) and a movable block push rod (213). composition.
  • the movable block (201) can be moved horizontally inside the box and can be replaced after wear.
  • the outer side of (201) has three holes side by side while passing through the lower cover (203). If the push rod (213) is inserted into either of the three holes, the movable block (201) is in a contracted state. In addition, the lower cover of the chuck box (203 > four holes at different distances, so that the movable block
  • a pressure ring (212) is welded to the outside of the chuck box. After the pressure is applied into the pressure ring (212), it is pushed to the left or right to rotate the entire inner annular cleat (204) and the chuck box 19'.
  • the chuck designed here is not just to solve the problem of the joint of the sleeve and the weight of the sleeve, but also enables it to simultaneously pull and press the sleeve. In this way, a single chuck is not enough, even two are combined, and it is installed in three places on the casing ( Figure 12).
  • the lower part is connected by two single chucks, so that the movable blocks (201) of the upper and lower chucks are just stuck to the transverse grooves of the inner and outer casing ribs. It is attached to the shaft of the telescopic cylinder (226). In addition to joining or separating the inner and outer sleeves, the inner and outer sleeves can be simultaneously depressed or lifted.
  • the middle part is also welded together by two single chucks, but it is hung under the shaft of the sleeve cylinder (208) (which can be smaller than the lower cylinder). It is mainly used to join or separate the inner and outer casings, but it It also has an auxiliary effect on the pressing or lifting of the casing. Both chucks move up and down on the four conduits (209), and their distance of movement is the length of the sleeve.
  • the upper part is a single chuck (229), which is fixed to the bracket surface by a large nut (230). All of the lower chucks (225) are loosened during the short period of time when the double casing is lowered, and at this time (229) acts to hang the entire weight of the inner and outer casings.
  • a connecting ring (170) is welded to both sides of the upper and lower ribs near the casing joint. See Figure 6.
  • the outer diameter of the (17.0) is the same as the thickness of the rib.
  • a long screw is worn, which increases the torsion and suspension between the casings.
  • the third section inner sleeve (224) is lowered.
  • the top of the (224) is basically the same as the bracket platform surface, and the position of the middle combination chuck is used (Fig. 12).
  • the first section (181) of the outer sleeve is also lifted by the casing, so that the lug guiding groove of the inner wall is temporarily slid along the rib of the inner sleeve to the lower combined chuck (225).
  • the movable block (201) of the upper chuck (229) clamps the upper inner sleeve (224), simultaneously releases the lower combined chuck (225), lowers the card, and then continues to lower the outer sleeve lower section (181) until Lower the inner casing rib bump (180).
  • use the lower combination chuck. (225) the lower card is tight inside and outside.
  • the transverse groove of the sleeve, and then the upper and lower chucks are fixed by the bolt (210).
  • the central portion is then retracted and the lower combination chuck (225) is released, and the lower combination chuck (225) is raised to a length of the sleeve, and its upper and lower chuck movable blocks (201) are properly clamped.
  • the transverse groove of the outer casing ribs at the same time loosen the upper chuck (229), and then the shaft of the lower sleeve cylinder (226) is contracted, and the pressure is stopped until the length of the sleeve is 3 ⁇ 4. Continue drilling in the future and repeat the above process. After the problem is solved, the promotion is of course no problem.
  • the best implementation of the casing (Fig. 8): The upper disc (192) and the lower disc (193) cut by the two medium-thick steel plates are welded to the lower part of the shaft (190) in the middle of the rack. Symmetrical splicing of six lifting beams (191) on the disk (192), two holes for each outer end for hanging hooks (194), upper hooks (19 lower wearing a hook ring (195) 5 ⁇ Then the lower part of the chain is passed through the ring. The length of the chain should be 2.5 times the length of each sleeve. A hook ring (195), and the top and bottom of the ring (196).
  • the casing (197) can move up and down, but can't quit.
  • the rectangular sleeve (197) is moved upward, and the lower hanger (196) exposes the two nails, and then pushes it toward the lateral groove of the casing rib, 'and puts down the rectangular sleeve (197)
  • the casing can be pulled up. ⁇ Use a chain to pull 5-6 tons of weight, and six can pull 30-36 tons. If the inner casing weight is 0.15 t/ra, the weight of the inner casing of 200 m or more can be hung.
  • the best implementation of the orifice retainer and the inner casing hook (Fig. 12-Fig. 13): 1) The best implementation of the orifice retainer: mainly by the bottom ring of the retainer (234) and the top circle; (239 ) Composition, both are cut out in medium-thick steel plates, but the upper one should be slightly thicker. 12 pillars (235) cut by medium-thick steel plates are symmetrically welded between the two rings (234) and (239). In order to make the top column (235) more stable, two reinforcing steel rings (236) made of round steel are continuously welded to the lower outer diameter. A ring beam (241), also made of round steel, is welded to the inside of the top ring (230).
  • the upper part of the thick steel plate (238) of the hook is thinned, and a hole is drilled, a hook ring (195) is inserted in the hole, and then a loop is worn between the upper and lower hook rings (195) ( 254), its length is such that the central axis of the casing hook (247) is approximately the center of the oblong hole of the positive rib.
  • This is the so-called inner casing hook.
  • the central axis of the hook (247) is about the center of the long circular hole of the positive rib.
  • the wire that was originally tied to the inner sleeve shrinkage pin (164) is cut or removed. , and remove the long bolts on the side of the ribs between the two sections of the casing.
  • the upper and lower casings are generally in an engaged state, and it is not difficult to loosen them.
  • the sleeve will automatically loosen after the sleeve is contracted.
  • the casing can be pulled up and placed in a specially parked space. Repeat the above process until the end of the drawing.
  • the best implementation of the water pipe and cable guide (Fig. 14): It consists of two parts: the bracket and the triangular guide wheel.
  • the bracket is welded on the bottom plate (273) with two short forefoot (271) and two long rear legs (270).
  • the front leg (271) is slightly wider than the rear leg (270), and the purpose is to open a threaded hole on each of the upper two sides thereof for Install the bearing gland (267).
  • the upper and middle sides of the bracket are welded with flat steel or steel plate '(274) for reinforcement; and the front and rear welded steel tubes (272) for reinforcement.
  • the top of the rear foot (270) is fixed with a nut (276) to a tie rod (275), and the pull rod (275) is inserted through a roller (279) in the middle, which is free to rotate, and a hose (280) is worn at each end.
  • the composition of the triangular guide wheel is to weld three small steel tubes (263) symmetrically at the edge between the two central circular steel plates (261), so that it (261) is composed as a whole, and then on the edges of the center circular steel plates (261) on both sides.
  • the servo is also welded with a small steel tube (263) in the middle of the three pairs of arms, and a lateral guide shaft is mounted on the outside of the two pairs of arms. (264), the shaft (264) is fitted with three circular baffles (265), separated by a different length of the top ring (269), and it is also a water pipe and cable chute.
  • the guide shaft ' (264) is fitted with a small radial bearing (266) at each end and a top ring (268) between the bearing (266) and the baffle (265).
  • a threaded hole is opened at the outer end of the arm, and then the bearing is pressed with an externally threaded bearing.
  • the lower side of the pair of arms is selected to drill a hole in the appropriate position, and a steel rope (277) is attached, and the other end of the steel rope (277) is attached to the top of the casing bracket to control the maximum rotation of the arm.
  • the angle is 155°, at which time the horizontal axis of the pair of arms with the small holes and the horizontal axis of the bracket are on the same horizontal line, that is, the maximum distance the arm extends.
  • the pile driver When the pile driver rises to the top, it reaches the guide wheel, so the entire triangular guide wheel turns over, and the pair of arms with the small holes are poured onto the tie rod (275) m hose (280).
  • the other pair of arm guide wheels act as supporting water pipes and cables, allowing them to smoothly follow the pile driver to the unloading tower for unloading. Then the pile driver is lowered into the hole and the above process is repeated.
  • the upper part of the anti-rotator main pipe (119) is also provided with two smaller sealing rings (126), which (126) are not allowed to seal the main pipe (119) and also seal the bearing cup (123). Then, the upper part of the bearing cup (123) is screwed to the 'water joint' (149), and the (149) is used to press the seal ring (126), and the upper part is connected to the long high pressure water pipe (150) connected to the surface. There is no direct contact between the lower part of the drain connection (149) and the top of the water pipe anti-rotation device (119).
  • the lower (19) lower and the pile center pipe drain joint (114) are connected by a short high pressure pipe (115), which constitutes a complete circulation mechanism. Whether it is a single high-pressure water pipe that leads to the surface or the rotation of the lower pile machine is solved by the friction of the bearing and the seal.
  • the best implementation method for drilling and expanding the drill bit Take a thick tube with a large thickness as the center tube (291), and put an inner and outer hexagonal steel tube (292) on the outer wall. It is similar to the outer diameter of the center tube (291), and the space at both ends is filled with solder.
  • a pilot bit (1) is attached to the lower part of the center tube (291).
  • a lower sliding sleeve (293) is provided, which is cut out by a slightly larger inner and outer hexagonal steel pipe, and is freely movable between them.
  • the lower sliding sleeve (293) has an inner and outer hexagonal moving seat (299) which can be bolted to different positions on the inner and outer hexagonal steel tubes (292), so that the expanding flaps (297) can be opened at different angles. .
  • the inner and outer hexagonal steel pipes of the inner and outer hexagonal steel pipes (292) are welded to the inner and outer hexagonal steel pipes, which are called the fixed sleeves.
  • the outer symmetrical welds three upper fixed joints (301), which should correspond to the lower bottom flap hinges (295).
  • the center tube (291) has a smaller diameter at the 'section, then welds the shoulder pad (302) and the flange (303).
  • the connecting rod (297) and the upper fixing sleeve connecting hinge are hinged by the connecting rod (300) to form a drill bit.
  • the specific action process is as follows. First, the change joint (304) is connected to the pile driver, and the pile machine wing drill bit is fixed to the contracted state. The drill bit is then hoisted into the orifice retainer and its shoulder pads (302) are supported by two square tubes. At this point, the flange of the adapter and the flange of the drill bit can be bolted together. Then adjust the position of the inner and outer hex moving seats (299) as needed, and tighten with screws. The other threaded holes are also bolted with short screws to prevent the flushing liquid from ejecting.
  • the airfoil In the lower part, the airfoil is in a contracted state, and the middle part is in a medium drilling state, the aperture is the same as that of the upper pile machine, and the upper part is the maximum drilling and expanding state.
  • the bottom flap (297) Under the weight of (296) and the bottom flap (297), the bottom flap (297) is in a contracted state. At this point, the drill bit can be lowered into the bottom of the hole together with the pile driver.
  • the pilot bit (1) At the beginning of the drilling, the pilot bit (1) is subjected to a large upper pressure, so it first picks up the rock and slowly sinks into the 3 ⁇ 4 layer.
  • the central inner tube (291) and the inner and outer hexagonal steel tubes (292) descend.
  • the upper fixing sleeve connecting hinge (301) is also lowered, which pushes the connecting rod (300), so that the expanding bottom flap (297) is slowly opened, and when the opening is maximized, the bottom flap is expanded at this time.
  • (297) and the pilot bit (1) fall synchronously. If the hole expansion is completed, the pile driver and the drill bit are drilled, and the bottom flap is extended by the weight of the lower bottom flap (297) and the hinge seat (295).
  • the drilling fins (296) and the bottoming fins (297) of the drill-drilling bit are bolted or hinged, drilled and expanded at the same time, and can also be removed, separately expanded or drilled. However, the hole diameter is smaller when drilling alone.
  • This drill-drilling bit can be used for positive and negative circulation. If you want to drill or ream a long distance, you can do so by adding a tubular drill pipe (290) between the upper part of the drill bit and the lower part of the adapter (304).
  • Tubular drill pipe (290) between the upper part of the drill bit and the lower part of the adapter (304).
  • (290) Can also be used as a conduit for concrete after the final hole.
  • This drill bit can only be reamed after the final hole, and it cannot be reamed in a certain section in the middle. For example, when you enter the casing, you will encounter large gravel in the middle, and the casing will not go down. At this time, you must ream the hole.
  • an upside down three-legged reaming basket is added to the lower part of the drill bit.
  • the three basket legs (284) are welded to the circumference of the center short seamless pipe (285), and a plurality of seamless pipes (286) of the same diameter are attached to the lower end of the (285), and their lengths are The position of the hole to be reamed depends on the distance of the bottom of the hole.
  • a reaming guide bit (287) is also added to the lower end of the seamless pipe (286).
  • the guide head in order to facilitate the use of the forward and reverse circulation method to discharge the cuttings to the surface, the guide head must be removed at this time (1) ), and add a few seamless pipes of the same diameter as the center pipe (291) (288 (289), their length should be at least 310mm higher than the bottom surface of the reaming pilot bit (different calibers are different in length),
  • the upper (289) should be the largest reaming state. It is only necessary to fasten the three basket legs (284) to the drilling fin holder (294) with a bolt.
  • drill-drilling drill bits there are drill-drilling drill bits here.
  • drilling methods namely, the method of drilling the drill bit with the casing (single or double-layer) and drilling and expanding the drill.
  • the main guide bit (1) When drilling is not possible, it is necessary to drill in a harder formation.
  • first remove the main guide bit (1) replace the change joint (304), and then bolt the drill bit to the drill.
  • the cuttings can be discharged to the sedimentation tank by a positive or reverse circulation method.
  • This drilling method is ideal. There are 12 kinds of subdivisions, but they are all similar. They are suitable for a wide range of strata, less than the hardness of limestone. (including limestone) Rocks can be drilled. The drilling speed is soft. Hard and fixed.
  • the double thick casing is suitable for water work as follows.
  • the bottom steel plate (313) of the bucket is welded to the central pipe to weld four venting pipes (327), which also pass through the bottom plate of the valve (321).
  • the truncated cone bucket (314) is welded to the outer edge of the (313), and the upper cylinder bucket (315) is also welded to the upper portion.
  • a cross-thick steel plate (311) is welded between the four triangular holes of the steel plate (313) at the bottom of the storage pipe at the outer diameter of the center pipe (310), and the lower portion of the steel plate (311) is cut to include the storage bucket. At the same time, it cuts the straight groove in the longitudinal direction of the bottom of (311) for inserting the long blade (316).
  • the long blade (316) has a lower longitudinal groove and a continuous grooved flat sheet alloy (317). After welding, the blade is ground on the grinding wheel.
  • a thick steel plate is vertically welded on both sides of the cross-jointed thick steel plate (311), and a short blade is also mounted on the lower portion thereof.
  • the outer diameter of the cross-welded thick steel plate (311) is welded to a perforation ring (312), and the lower portion is welded with a columnar alloy (2).
  • a hole is made in the middle of the middle, and a shackle made of round steel is placed in the middle.
  • the plate is circled (329) and welded. It is mainly used to reinforce the cross welded thick steel plate (311) and the welded retaining plate (330). Four dams (330) are cut from the truncated cone.
  • a drill bit (318) is mounted at the lower end of the center tube (310), and a concave blade (319) and a concave blade (320) are welded to the bottom. The bottom of the blade is also welded with a flat rectangular foil alloy (317). It (318) has two functions, one for guiding; the other is to use a reverse circulation to wash the hole, it (318) is a suction port. However, this drill bit (318) is only suitable for drilling in softer formations.
  • a reducing joint (331) is added to the upper portion of the center tube (310).
  • a pair of lifting beam columns (332) are symmetrically welded on the upper portion of the cross-welded thick steel plate (311), and a beam (135) is mounted thereon, and an impact puller is connected through the screw shaft in the middle. It is mainly composed of a lifter elevator (333), a drawbar (344), a small washer (335), an oval lifting plate (336), a lifting ring (337), a spring (338), a round nut (339), a large washer. (340), special thin nut (341) and other components. Finally, four weighted round bars (328) are welded to the outer diameter of the upper portion of the center tube (310).
  • the long high pressure pipe (150) to the reducer joint (331), and at the same time, in order to prevent the bit from rotating during the descent, it may cause
  • the hose is rolled onto the wire rope. It is best to replace the general drill with a bearing. This method can also be used to clean the bottom of the hole during drilling.
  • This drill also has a feature that the blade can be processed at any time after being blunt.
  • the diameter of the matching drilling bit should be smaller than the diameter of the main engine, that is, smaller than the inner diameter of the guiding groove of the inner casing. It does not affect its individual use.
  • the impact pumping two-in-one drill bit if you cooperate with other mechanisms, you can also have the following drilling methods, that is, in the casing (single or double layer) plus the punching drill positive and negative circulation drilling method. If the upper part is a loose sand layer and the lower part is a hard rock formation, the main machine (crushing drill) cannot cope. At this time, the upper part can be drilled by single-layer or double-layer casing. The lower part can be replaced with a small one-stage impact-cylinder two-in-one drill bit for forward and reverse circulation. When the design depth requirement is reached, it is too hard to re-expand. , that is, stop drilling. If the formation conditions permit, the hole should be reamed (upper and lower diameter or enlarged). At this time, only the drill bit that has been modified by this patent is connected to the main machine, and the same cycle or reverse circulation method is used for drilling. Can achieve the goal.
  • the best implementation of the hand or electric water pipe winch (Fig. 17): It consists of a bracket, a reel, a transmission mechanism and a suction and drain anti-rotation mechanism.
  • the brackets are composed as follows. Two smaller steel plates (355) are welded to the bottom plate (356), and the reinforcing angle iron (374) is welded next to it.
  • the bracket steel plate (355) has a threaded hole in the middle of the two sides for mounting the bearing cup (365).
  • Two fixed steel tubes (357) are welded on the top and can also be used as lifting beams.
  • the composition of the reel is as follows.
  • the left section is the central axle main (358); the right section is the central axle row, water pipe (359), and close to the male thread end
  • a notch is cut while the inner diameter is widened, and then a curved copper tube or seamless tube (371) is welded thereto.
  • a small-sized seamless tube called the middle shaft sleeve (360) is placed in the middle of the central shaft main pipe (358), and a circular baffle of the same diameter is welded to each end of the sleeve (360) (361). ), it (symmetric welding) eight fixed small steel tubes (362).
  • the difference here is that the bearing (122) has no seal at the bottom, so the bearing cup (372) is shorter, and the water connection (149) is not connected to the long-high pressure water pipe (150), but the suction to the pool. Drainage pipe (373), others are the same, not to repeat here.
  • the transmission mechanism is mounted on the left side of the bracket steel plate (355). First, a threaded hole is opened in the lower part for fixing the bearing cup (378), and then a gear box is connected with a steel plate (375), (376), etc., one side of which is connected. It can be closed without steel plates, which is convenient for gear installation.
  • a large circular hole is opened in the upper middle portion of the steel plate (375) on the left side of the gear box, which is at least equivalent to the diameter of the driving gear (366). Then, at the lower part of the position corresponding to the lower threaded hole of the bracket steel plate (355), a threaded hole is opened.
  • the driving gear (366) is fixed to the center shaft main pipe (358), and the V-belt pulley (368) is fixed to the outside.
  • the driven gear center shaft (379) is fixed by a bearing (377) and a bearing cup (378) at the lower portion of the gear case.
  • the driven small wheel (367) is fixed by a key (380) in the box; the triangular groove grinding wheel (382) is fixed outside the box, and the bicycle arm (381) is fixed at the outer end.
  • a movable wedge-shaped friction block (383) is placed over the bracket bottom plate (356) under the triangular grooved grinding wheel (382).
  • an auxiliary platform (not shown here, not a patented part) is provided beside the chuck and the casing bracket seat, and their height and size are basically the same.
  • a hose hoist, cable winch, hydraulic pump and matching motor are placed on the auxiliary platform.
  • the water pipe hoist is the largest.
  • the other end is connected to the pumping-spraying reverse circulation mechanism and then to the pool.
  • the high pressure pipe (150) is wound onto the drum by electric motor or by hand; the tail is connected to the drain joint (149) of the pile machine water pipe anti-rotation device, and is also tightly fastened with a cable tie.
  • the wedge-shaped friction block (383) is adjusted so that there is only a little friction between it (383) and the friction wheel (382).
  • the pile driver can be lowered into the hole, and as long as it is gently pulled, the high pressure pipe (150) can automatically follow.
  • the converted current is input into the motor, so that the high pressure pipe (150) can be raised at a speed slightly higher than the steel rope rising speed, and then the artificial wood block (383) is used for artificial control so that their rising speeds are substantially equal.
  • the high pressure pipe (150) also follows. Then repeat the above process.
  • the cable is not mentioned here, mainly using the cable winch of the predecessors.
  • the best implementation of the manpower retractable water pipe platform Take two 10mm thick steel plates and process them into a round shape.
  • the lower part is called the lower plate (217); the upper part is called the upper plate (218).
  • several holes are processed, and a large square hole is formed in the middle, and the two ends are half-shaped to process some slightly larger holes. These M holes are for leaking water.
  • a double hole is made in the semi-circle at the two ends for the welding rail (219).
  • Four legs (216) are welded to the lower pad (217).
  • the specific action process is as follows: the long high pressure pipe (150) is terminated to the pumping and spraying of the skin circulation mechanism and then to the pool. Then put it (150). The "8" shape is placed on the platform, and the rest is connected to the drain connector of the top of the pile driver. (149) above. After the rise and fall of the high pressure pipe, manpower manipulation is required.
  • the drum the right drum (391) is fixed with the key (402)
  • a spur gear (401) is fixed at the same end of the two shafts (400) and (403) so that their pitch circle diameter and drum diameter are the same.
  • the two shafts (400) and (403) are respectively fixed to the welded medium-thick steel plate (396) by bearings (398).
  • a mud brush (393) is fixed on each side of the drum by bolts on both sides of the mouthpiece, and can be replaced after being worn.
  • a long transmission rod (404) is fixed on the column foot of the discharge tower, and the (404) end sleeve is placed in the welding inner and outer hexagon sleeve (399) of the right roller shaft (400), which can be ,
  • the other end is fixed with a steering wheel (410), and a bicycle flywheel (412) is also threaded on the right side.

Abstract

A bored pile drilling machine includes casing pipes (160,181), drill head (1), operation platform, motor (66), frame, guiding wheels, water pipe rotation-preventing mechanism, hoist and so on. It can drill into all types of earth layer by various means. It is suitable for working on land or in water. It has simple structure and low cost.

Description

综合多功能钻孔灌注桩机  Comprehensive multifunctional drilling pile driver
:一、 技术领域 目前在建筑及桥梁等基础领域施工的桩机种类繁多, 但它们绝大部分 的功能都 ^是很齐全。 如果要同时购买多种桩机, 则在经济上很不合算。 本发明的 的是想 把目前所有钻孔灌注桩机的功能尽量组合在一起, 达到一机多用。 对于各种复杂地层, 无论 是硬的、 软的、 甚至是流沙层或稀泥,-它都能钻进。 不仅适用于陆上作业, 还适用于水上作 业。 First, the field of technology Currently, there are many types of pile machines in the basic fields of construction and bridges, but most of their functions are very complete. If you want to buy a variety of pile drivers at the same time, it is not economically economical. The invention aims to combine the functions of all the current bored pile drivers as much as possible to achieve multi-purpose use of one machine. For complex formations, whether hard, soft, or even sand or mud, it can be drilled. Not only for onshore work, but also for water work.
二、 背景技术 本人是广西容县人, 196^年中南矿冶学院毕业, 之后一直在地质队工 作。 地质工程技术高级工程师。 1992 底不满 55岁 退休回家, 后帮助私人做地质勘察工 作, 主要是做地基工程及编写报告。 但好景不长, 不到一年时间就无工作做了。 以后一直在 家闲着, 觉得很无聊, 因本人从小热爱机械, 大学期间也曾学过一些机械知识。 同时, 家庭 经济又比较困难, 我先后跟老板去开过矿, 又学过地理日子, 但都没有成功。 所以就想到做. 一些小发明, 如果幸运的话或许会给生活带来一些好处。 从那以后, 天天在家翻阅资料或做 设计。经过几年的努力, 我先后设计出五项专利。并于 2000年 8月选择了其中一项^ ~ "炮式 娱乐健身器申请了专利。,当时以叶智(曾用名)名字申请, 专利号 ZL00230732..4 经过几年 周折, 交了四年年费, 不但专利技术转让不出去, 反而被社会上的骗子骗了一些钱, 如果要 自己实施也成问题, 家庭经济困难及家人反对。.所以第五年年费我本交了。 但我没有灰心, 又想到了第二条出路, 觉得做基础工程很赚钱, 但必须要有先进的工具。 据我初歩 ·, 目 前的桩机技术还是比较单一, 假如有一台全面的桩机就好了。 过去在地质队工作时, 我对岩 心钻探技术很熟悉, 知道什么 的地层采用什么样的技术去解决。 ^曾先后管过二台钻机, 主要在松散易塌的地层钻进,.;结果月进尺绎常,超过千米, 年进尺过万米。 1 ^ 钻机月 进尺 400-500米就不错了。 我虽然没有学过工程地质, 对桩机技术不够了解, 但我也经常去 §别人打桩, 觉得也不怎么 '样。 为了实现目的, 我到地质队找来一本《现代基础工程施工》 课本, 悬 80年代牢长 地质学院所编, 所收入的桩机技术应该是比较新的。我差不多花 两 年多的时间去学习研究, 其中对基础工程施工设备部分阅读一遍又一遍, 直到弄懂为止。 我 对冲抓全套管桩机及日本的 RRC型多钴头潜水桩机感夹趣。 但又觉得亦有它们的 '局限性, 含 砾石或稍硬一点的地层就不能钻进。 通过学习后, 我大致了解现有桩机的性能 (当然可能近. 年还有更先进的桩机我不懂), 增加了不少知识。但在这里我没有模仿别人的必要, 我应该打 破传统观念, 按照我的思路设计出一种新型的桩机——综合多功能钻孔灌注桩机。 对 -些必 须要继承前人的钻进技术, 如钻扩钻头和冲击钻头我也作了较大的修改。 三、 发明内容 1、 冲抓钻桩机(图 1一图 5 )。 目前已有冲抓全套管钻机, 但还没有钻 抓钻机(旋挖钻机和螺旋钻机纯属钻, 不能抓)。 所以这里的目的是想设计出一台既能钻、 能 抓又能冲的桩机。除适应最复杂的地层钻进外, 还适宜水上作业。 它是潜水桩机的特殊形式, 和日本的 RRC型钻机有相似之处, 即无需钻杆传递扭矩, 可打正循环、 反循环钻进。 但在结 构上完全不同。 本桩机的特点是利用活动翼片钻头作连续扩孔钻进, 用特殊装置使内、 外套 管跟随钻头下入孔底, 翼片收拢起来就是一个抓斗, 张开时为一个钻头, 并能从内套管中拉 上来。 整个桩机由上部不转动和下部转动两大部分组成。 Second, the background technology I am a native of Rong County, Guangxi, graduated from the Central South Institute of Mining and Metallurgy in 196^, and has been working in the geological team since then. Senior Engineer of Geological Engineering Technology. At the end of 1992, he retired to go home after he was 55 years old. After that, he helped private individuals to do geological survey work, mainly for foundation engineering and writing reports. But the good times are not long, and no work has been done in less than a year. I have been busy at home since then, and I feel very bored. Because I have loved machinery since I was a child, I also learned some mechanical knowledge during my college years. At the same time, the family economy is more difficult. I have been to mine with my boss and I have studied geography, but I have not succeeded. So I thought of doing it. Some gizmos, if lucky, may bring some benefits to life. Since then, I have read materials or designs at home every day. After several years of hard work, I have designed five patents. In August 2000, he chose one of the "^" artillery entertainment fitness devices to apply for a patent. At that time, he applied for the name of Ye Zhi (formerly known as the name), patent number ZL00230732..4 After several years of twists and turns, he paid four The annual fee, not only the patent technology transfer can not go out, but was deceived by the social liar, if it is to be implemented, it is also a problem, family economic difficulties and family opposition. So the fifth annual fee I paid. I am not discouraged, and I think of the second way out. I feel that doing basic projects is very profitable, but I must have advanced tools. According to my first experience, the current pile-driving technology is relatively simple, if there is a comprehensive pile driver, In the past, when I was working in the geological team, I was very familiar with the core drilling technology, and I knew what kind of technology was used to solve the problem. ^ I have managed two rigs, mainly in the loose and easy to collapse formation. As a result, the monthly footage is more than a kilometer, and the annual footage is over 10,000 meters. 1 ^ The rig has a monthly footage of 400-500 meters. I have not learned engineering geology and I don’t know enough about the pile machine technology, but I also I often go to § others to piling, and I don’t think so. In order to achieve the goal, I went to the geological team to find a textbook of "Modern Foundation Engineering Construction", which was compiled by the Geological College of the 80s. It is relatively new. I spent more than two years studying and researching, which part of the basic engineering construction equipment was read over and over until I understood it. I hedged the full casing pile machine and Japan's RRC type multi-cobalt head diving. Piles are interesting. But they feel that they have their limitations. Gravel-free or slightly harder formations cannot be drilled. After learning, I have a general understanding of the performance of existing pile drivers (of course, it may be near. I don't understand the more advanced pile driver.) I have added a lot of knowledge. But here I have no need to imitate others. I should break the traditional concept and design a new type of pile machine according to my ideas. Bored pile driver. I have to make inherited the previous people's drilling technology, such as drilling drill bit and impact drill I have also made major modifications. III. SUMMARY OF THE INVENTION 1. Grab the pile driver (Fig. 1 to Fig. 5). At present, the whole casing drilling rig has been rushed, but there is no drilling rig (the rotary drilling rig and the auger are purely drilled and cannot be caught). So the purpose here is to design a pile driver that can drill, catch and punch. In addition to adapting to the most complex formation drilling, it is also suitable for water operations. It is a special form of the submersible pile machine. It has similarities with the Japanese RRC type drilling rig, that is, it does not require the drill rod to transmit torque, and it can be used for positive circulation and reverse circulation drilling. But the structure is completely different. The utility model is characterized in that the movable airfoil drill bit is used for continuous reaming drilling, and the special inner device and the outer casing follow the drill bit to enter the bottom of the hole, and the airfoil is gathered up to be a grab, which is a drill bit when opened, and can be Pull up inside the inner casing. The whole pile driver consists of two parts: the upper part does not rotate and the lower part rotates.
上部不转动部分由密封室、 顶部轴承装置、 水管防转器、 提升装置、 电缆、 下轴承装置 及加重室等组成。 密封室由钢板卷制焊接而成, 上、 下加焊一个连接圈, 并用圆形厚钢板密 封, 中间加垫。 室内'装有二台小型电动机和传动齿轮。 不设变速机构, 主要利用地表的高科 技产品" ~~变频调速器来实现电动机的变速, 这样灵 多了, 不同岩层可用不同转速钻进。 密封室外壁对称焊接有二条导向方条, 使桩机沿着内套管导向槽作上下运动。 顶部轴承装置 内有一个径向和轴向轴承, 能吊挂桩机的全部重量, 1 ^时利用密封圈及轴承使转动的中心管 与不转动的排水接头分开。 由于桩机在内套管中不能转动, 而井口上部的水管卷扬机在卷、 放过程中, 它会对水管产生一种扭力, 为了解决这个问题, 所以这里设计了水管防转器。 它 固定于一根较大的无缝管上, 也是利用密封圈和轴承, 使转动的排水接头和固定的防转器主 管分开。 提升装置包括二条提梁柱和一条提梁。 提引器有二种, 一种是通常钻进用的, 装有 二个轴承, 可随意转动。 另一种专供冲击钻进用, 无轴承。 但装有弹簧, 冲击时可使钻头转 动。 电缆由多个密封圈来封闭。 下部轴承装置内也有一个径向和轴向轴承, 起密封、 定位及 承压作用。 加重室装置, 由 10醒厚钢板卷制后焊接成一个短圆筒, 上、 下加悍一个连接圈, 它对称开有八个孔(上部为螺纹孔)。两侧同样对称焊接导向方条, 但要与上部密封室的方条 相对应。 上部与密封室相接, 下部加一圆形厚钢板, 底面中心焊接下轴承座。 室内根据需要 安放加重块。  The upper non-rotating portion is composed of a sealed chamber, a top bearing device, a water pipe anti-rotation device, a lifting device, a cable, a lower bearing device, and a weighting chamber. The sealing chamber is made of steel plate rolled and welded, and a connecting ring is welded up and down, and sealed with a round thick steel plate and padded in the middle. The interior 'equipped with two small motors and transmission gears. There is no shifting mechanism, mainly using the high-tech products of the surface "~~ frequency converter to realize the shifting of the motor. This is so much different, different rock layers can be drilled at different speeds. The sealed outdoor wall is symmetrically welded with two guiding strips, so that The pile driver moves up and down along the inner casing guiding groove. The top bearing device has a radial and axial bearing, which can hang the entire weight of the pile driver, and the rotating center tube is not used by the sealing ring and the bearing at 1 ^ The rotating drain joint is separated. Because the pile machine can't rotate in the inner casing, and the water pipe winch in the upper part of the wellhead is in the process of rolling and releasing, it will generate a torque to the water pipe. In order to solve this problem, the water pipe is designed here. It is fixed to a large seamless pipe and is also separated by a seal ring and a bearing to separate the rotating drain joint from the fixed anti-rotator main. The lifting device comprises two lifting beams and a lifting beam. There are two kinds, one is usually used for drilling, two bearings are installed, and can be rotated freely. The other is designed for impact drilling, no bearing. The spring can make the drill rotate when it is impacted. The cable is closed by a plurality of sealing rings. The lower bearing device also has a radial and axial bearing for sealing, positioning and pressure bearing. The weighting chamber device is made up of 10 thick steel coils. After welding, it is welded into a short cylinder, and a connecting ring is twisted up and down. It has eight holes symmetrically (the upper part is a threaded hole). The two sides are also symmetrically welded to the guiding strip, but the square of the upper sealing chamber Corresponding. The upper part is connected with the sealing chamber, the lower part is added with a round thick steel plate, and the bottom part is welded to the lower bearing seat. The indoor weighting block is placed as needed.
下部转动部分由翼片状钻头、 吊挂圆筒、 连杆机构、 下十字槽和翼片钻头张闭机构等。 翼片状钻头有四片,每片由三片 10mm厚钢板切割成不同的梯形, 经弯曲后再焊接起来便 成。 下部刀口是易损零件, 为便于焊接合金片或喷悍合金粉, 所以另外加工, 用螺栓连接。 钻头背面中、 下部悍接有三条楔状耐磨 (地质用)'钢片, 都按一定距离开有横向水槽 (各片 位置不一样), 中部及右侧二片各镶有合金片或喷焊合金粉。刀口下部不需要焊接钢片, 直接 从外层加工出来, 底部也镶有合金片或喷焊合金粉。 右侧楔状钢片的刀口突出翼片外边, 斜 面与孔壁相切, 主要用于切削岩层。 左侧楔状钢片没有突出, 和翼片边缘一致, 它的斜面与 翼片钻头直径相切。 在此不需镶焊合金片, 但应喷焊一些合金粉。 它的主要作用是使翼片钻 头在反时针方向旋转时, 能产生一种内向收缩的压力。 但在此同时它也要切削岩石, 故应在 其内层边缘或中心线中下部镶焊一定数量的合金片。:有时候在大口径水井施工中, 需要把外 套管改为水泥管, 则厚度 (即直径) 增大较多。 为了解决这个问题, 于每块翼片钻头背面中 间的一条楔状钢片的横向水槽内, 用螺栓加接一扩孔块, 厚度根据需要而定, 因是在浅孔及 松软的地层打井用, 所以完全达到强度要求。 翼片钻头内侧焊接有下连接座和连杆座。 The lower rotating portion is composed of a fin-shaped drill, a hanging cylinder, a link mechanism, a lower cross groove, and a fin drill closing mechanism. There are four pieces of wing-shaped drills, each of which is cut into three different trapezoids by three 10mm thick steel plates, which are bent and then welded. The lower knife edge is a fragile part. For the convenience of welding alloy sheets or sneezing alloy powder, it is additionally machined and bolted. There are three wedge-shaped wear-resistant (geological) steel sheets in the middle and lower part of the back of the drill bit. The horizontal water tanks are opened at a certain distance (the positions of the pieces are different), and the middle and right sides are each set with alloy sheets or spray welding. Alloy powder. The lower part of the knife edge does not need to be welded with steel sheets, which are directly processed from the outer layer, and the bottom is also inlaid with alloy sheets or spray-welded alloy powder. The edge of the right wedge-shaped steel sheet protrudes from the outside of the fin, and the slope is tangent to the hole wall, and is mainly used for cutting the rock layer. The left wedge-shaped steel sheet does not protrude, and the edge of the fin is identical, and its slope is The fin bits are tangent in diameter. There is no need to weld the alloy sheet, but some alloy powder should be sprayed. Its main function is to produce an inwardly contracting pressure when the fin bit rotates in the counterclockwise direction. At the same time, however, it also cuts the rock, so a certain number of alloy sheets should be welded to the inner edge or the center line. : Sometimes in the construction of large-diameter wells, the outer casing needs to be changed to cement pipe, and the thickness (ie diameter) is increased more. In order to solve this problem, a reaming block is bolted to the transverse trough of a wedge-shaped steel piece in the middle of the back of each fin bit. The thickness is determined according to the needs, because it is used for drilling wells in shallow holes and soft formations. , so the strength requirements are fully met. The lower joint and the connecting rod seat are welded to the inner side of the fin bit.
所述吊挂圆筒由 10mm厚钢板卷制后焊接而成,:上部加焊一个连接圈, 开有八个螺纹孔, 再在其上加一块圆形中厚钢板, 用螺钉连接。于中厚钢板中心开一圆孔, 其间焊接一个套筒, 套筒内装有十字内六角套及衬垫, 六个平面上分别装有三个钢球。 内六角套上部加胶垫及压 板并用螺钉紧固。 这样使中心轴管和钢球直接接触, 大大减小了它们之间的摩擦 , 保证了 中心轴活动自如。 另外, 于 挂圆筒下部焊接四个翼片钻头上连接座; 上部焊接四个翼片吊 杆座, 并在其外侧面上部对称焊接四块垫肩。  The hanging cylinder is rolled and rolled by a 10mm thick steel plate. The upper part is welded with a connecting ring, and eight threaded holes are opened. Then, a circular medium-thick steel plate is added thereon and screwed. A circular hole is opened in the center of the medium-thick steel plate, and a sleeve is welded therebetween. The sleeve is provided with a cross-hexagon socket and a gasket, and three steel balls are respectively arranged on six planes. The upper part of the hexagon socket is provided with a rubber pad and a pressure plate and fastened with screws. In this way, the central shaft tube and the steel ball are in direct contact, the friction between them is greatly reduced, and the central shaft is freely movable. In addition, four wing fins are welded to the lower part of the hanging cylinder; four wing fins are welded to the upper part, and four shoulder pads are symmetrically welded on the outer side.
所述连杆机构包括连杆、 杠杠横梁、 吊杆及与它们相关铰接的座组成。 有关它的作用及 动作在后面具体实施方式中再作论述。  The linkage mechanism includes a connecting rod, a lever beam, a boom, and a seat hinged therewith. The actions and actions of this will be discussed in the following detailed description.
所述下十字槽装置, 是用特厚钢板开槽后, 呈十字焊接于厚中心管上。 为了减小它和连 杆的摩檫力, 于其下部外侧用螺栓固定一个固定框, 框内两侧各安装有一根用粗嫘栓穿着的 活动滚筒, 使连杆直接和它接触, 这也大大减小了它们之间的摩擦力。 另外, 于十字槽的中 心管上部和下部各安装一个带十字肩内六角套借以传递扭力。  The lower cross slot device is slotted with a thick steel plate and welded to the thick center tube. In order to reduce the frictional force of the connecting rod and the connecting rod, a fixing frame is fixed on the outer side of the lower part of the lower part, and a movable roller worn by a rough shackle is mounted on both sides of the frame, so that the connecting rod directly contacts the same. The friction between them is greatly reduced. In addition, a cross-sleeve hex socket is attached to the upper and lower portions of the center tube of the cross recess to transmit torque.
所述翼片状钻头张闭机构由上十字槽装置, 收缩顶杆, 收、 放连接柱和限位焊接圆环组 成。 上十字槽装置也是用厚钢板开槽后, 呈十字焊接于内六角套上, 并于中部适当位置开有 圆孔。 限位焊接圆环和外六角轴之间有很宽的空间, 其中用焊料充填焊接,.用它来固定上十 字槽的位置。  The flap-shaped drill bit closing mechanism is composed of an upper cross groove device, a shrinking ejector pin, a receiving and discharging connecting column and a limit welding ring. The upper cross recess device is also slotted with a thick steel plate and welded to the inner hexagon socket with a cross, and a circular hole is formed at a suitable position in the middle. There is a wide space between the limit welding ring and the hexagonal shaft, which is filled with solder and used to fix the position of the upper slot.
中心轴管把上部不转动部分和下部转动部分联系起来。整条轴都转动, 由三段组成, 上、 下为圆形轴管, 中部为上大下小外六角形轴管。 下轴管下部用螺纹联接一个导向钻头, 钻头 底部焊接方条隔开, 并镶有合金片。 下轴管与钻头相接附近有一段切成四方形管, 便于翼片 状钻头合拢。 它的作用除导向定位外, 另外还有其他用途, 就是在打反循环钻进时能把所有 残碴集中此小孔, 便于砂石泵把它们排出地表。 若采用正循环方法钻进, 在终孔后的洗孔过 程中, 始终会残留少量残碴, 而这导向小孔正好是它们的集中场所, 这就保证了孔底大面积 的 "清洁"。  The central shaft tube connects the upper non-rotating portion and the lower rotating portion. The whole shaft rotates and consists of three sections. The upper and lower parts are circular shaft tubes, and the middle part is the upper and lower small outer hexagonal shaft tubes. The lower part of the lower shaft tube is threadedly coupled to a pilot bit, which is separated by a welded strip at the bottom and is provided with an alloy piece. A section of the lower shaft tube adjacent to the drill bit is cut into square tubes to facilitate the closing of the wing-shaped drill bit. In addition to the guiding and positioning, there are other uses, that is, all the wreckage can be concentrated in the small hole during the reverse circulation drilling, so that the sand pump can discharge them to the surface. If a positive circulation method is used for drilling, a small amount of residue will remain in the washing process after the final hole, and this guiding small hole is just a place where they are concentrated, which ensures a large area of "cleaning" at the bottom of the hole.
2、 本桩机特有的内、 外套管 ·(图 6—图 7 ): 1 ) 活动内套管: 前人主要用钻杆或反扭矩 平衡机构来传递扭矩。 这里本人打破常规, 用套管来作反扭矩平衡机构。 之所以叫活动, 是 利用钢板的弹性, 它可以张开, 也可以收缩, 用一根小水管穿过特制接扣的圆孔后便成为套 管。 本人曾用过二块薄钢板做成活动内、 外圆圈, 用木架来支撑, 中间倒混凝土, 然后做三 米大口径沉井施工。 这就证明了它的可行性。 ― , 2. The inner and outer casings unique to the pile driver (Fig. 6 - Fig. 7): 1) The inner casing of the movable body: the former mainly uses the drill pipe or the reaction torque Balance the mechanism to deliver torque. Here I broke the routine and used a casing as a counter-torque balancing mechanism. The reason why it is called activity is to use the elasticity of the steel plate. It can be opened or contracted. After a small water pipe is passed through the round hole of the special buckle, it becomes a casing. I have used two thin steel plates to make the inner and outer circles of the activity, supported by wooden frames, poured concrete in the middle, and then made a three-meter large caliber sinking construction. This proves its feasibility. ― ,
2)密封较好的固定外套管: 它主要和活动内套管配合使用。 对于特别复杂地层及水上作 业适用。  2) A well-sealed fixed outer casing: It is mainly used in conjunction with the movable inner casing. Suitable for particularly complex formations and water operations.
3、 卡盘 (图 9一图 10): .本桩机所设计的内、 外套管不用螺纹连接, 因直径大了不容易 实施, 加工也有困难。 同时, 假如套管整个厚度增大会加大自身重量, 更谈不上利用它的弹 性迸行弯曲。 所以, 只有利用薄钢板来做套管主体, 然后在它的外侧焊接筋片, 直径,越大筋 片就应该越多一些, 这里对称焊接六条。 再在每条筋片上、 下部位适当位置开一些横向槽, 就靠这些槽来解决它们的接合及吊挂自身重量问题。 这里的卡盘就是为了解决这些问题而设 计:, 它既可使套管接合或脱松, 也可吊挂全部重量。 另外, 它还能同时压入或起拔双层套管。  3. Chuck (Fig. 9 - Fig. 10): The inner and outer casings designed by the pile driver are not threaded. Because of the large diameter, it is not easy to implement and the processing is difficult. At the same time, if the entire thickness of the casing is increased, it will increase its own weight, let alone the elastic bending of the casing. Therefore, only the thin steel plate is used to make the casing main body, and then the ribs are welded on the outer side of the rib. The larger the diameter, the larger the ribs should be, and the six pieces are symmetrically welded here. Then, at the appropriate position on the upper and lower parts of each rib, some transverse grooves are opened, and these grooves are used to solve the problem of their joint and hanging weight. The chuck here is designed to solve these problems: it can either engage or loosen the casing or hang the full weight. In addition, it can simultaneously press in or pull out the double sleeve.
4、 套管提架 (图 8): 这是本专利的配套设备, 专门为吊挂内、 外套管而设计。 结构尚 算简单, 操作方便。 它吊挂在一般钻进用的提引器下部, 可随意转动。 图上因篇幅关系省略 了些, 就是在两个挂钩圆环 (195)之间应该加一条环链(254)——见图 13, 长度是每节套 管长度的 2. 5倍以上。  4. Casing support (Fig. 8): This is the supporting equipment of this patent, which is specially designed for hanging inner and outer casings. The structure is simple and easy to operate. It is hung from the lower part of the general drill and can be rotated freely. The figure is omitted because of the length relationship, that is, a chain (254) should be added between the two hook rings (195) - see Figure 13, the length is more than 2.5 times the length of each tube.
5、 孔口护圈及内套管拉钩(图 12—图 13): 为了人身安全, 孔口必须加护圈。但这里不 仅是为此目的, 还有其他'用途。 上面提到内套管收缩后, 它的直径大小及和外套管内壁距离 都没有严格的规定, 给起拔带来一定的困难。 为了解决此问题, 这里于孔口护圈的顶部环梁 上, 用环链吊挂六个拉钩。 拉钩中轴可随意转动, 前面有一块挡板, 只要使挡板穿过套管筋 片中部的长圆孔后, 迅速转动 90·, 然后扭动 ¾头内螺紋管, 拉钩很快就会锁紧内套管。最后 把内套管挂在护圈的顶部环梁上。  5. Hole retainer and inner sleeve hook (Fig. 12-Fig. 13): For personal safety, the hole must be protected by a retainer. But here is not just for this purpose, there are other 'uses. As mentioned above, after the inner sleeve is shrunk, its diameter and the distance from the inner wall of the outer sleeve are not strictly regulated, which brings certain difficulties to lifting. In order to solve this problem, here, on the top ring beam of the orifice retainer, six hooks are suspended by a chain. The middle shaft of the hook can be rotated freely, and there is a baffle on the front. As long as the baffle passes through the long round hole in the middle of the casing rib, it is rotated 90° quickly, and then the 3⁄4 head threaded pipe is twisted, and the hook will be locked quickly. Inner casing. Finally, hang the inner casing on the top ring beam of the retainer.
6、 水管及电缆导架 (图 14): 前人的潜水桩机的水管用吊钩挂着, 在短距离内升降尚算 方便, 但是要作连续长距离升降就困难多了。 本专利设计有水管卷扬机, 另外, 前人已有了 电缆绞车。 为了配合他们的使用, 所以在这里设计了水管及电缆导架。 它的作用有二方面, 一是当桩机下入孔内的时候, 放松绞车及卷扬机刹制, 则导架会自动翻转过来, 对正孔中心, 同时, 它们能跟着桩机自动滑下。 二是当桩机提升卸碴的时候, 此时必须开动电缆绞车和水 管卷扬 t几, 当桩机提升到顶部时, 只要顶到了导架, 于是它便又翻转过来, 此时关停绞车及 卷扬机, 桩机被转移到附近卸料塔卸碴, 当然水管及电缆也跟着过去, 这时导架的导轮起到 支撑及导向作用。 7、 水管防转器 (图 5上部): 桩机在套管内不能转动, 只能沿着导向槽作上下滑动。 而 水管卷扬机在卷放过程中, 它会使水管自身转动一定的角度。 这样下去必定会把水管扭坏。 为了解决这个问题, 所以在冲抓钻桩机上部加有一个水管防转器。 主要通过轴承及密封圈的 摩擦作用使上下两部分的动作分开。 6. Water pipes and cable guides (Fig. 14): The water pipes of the former submersible pile machines are hung with hooks. It is convenient to lift them in a short distance, but it is much more difficult to make long and long distance lifting. This patent is designed with a hose winch. In addition, the former has a cable winch. In order to match their use, water pipes and cable guides are designed here. Its function has two aspects. First, when the pile driver is lowered into the hole, the winch and the hoist are braked, and the guide will automatically flip over, aligning the center of the hole, and at the same time, they can automatically slide down the pile machine. Second, when the pile driver is lifting and unloading, the cable winch and the water pipe must be lifted. When the pile driver is lifted to the top, as long as it reaches the guide frame, it will be turned over again. At this time, the winch is shut down. With the hoist, the pile driver is transferred to the nearby discharge tower for unloading. Of course, the water pipes and cables are also in the past. At this time, the guide wheels of the guide frame support and guide. 7. Water pipe anti-rotation device (upper part of Fig. 5): The pile driver can not rotate in the casing, and can only slide up and down along the guiding groove. In the process of reeling, the water pipe hoisting machine will rotate the water pipe itself at a certain angle. This will definitely break the water pipe. In order to solve this problem, a water pipe anti-rotation device is added to the upper part of the rushing pile driver. The action of the upper and lower parts is separated mainly by the friction of the bearing and the sealing ring.
8、 钻扩钻头 (图 15 ): 前人桩机已有多种钻扩钻头, 有上幵式、 下开式的。 但是较简单 的都是单一扩孔用, 且不能打正、 反循环。 钻扩两用的较复杂, 甚至用液压控制, 油管直通 井下很不方便。 所以本人在这里对前人的钻头作了一些改进。 把上绞座固定在中心管上部, 下铰座可移动, 用六角套限定它的移动距离, 这样就可得到最木的扩孔或收缩状态。 钻进翼 片和扩底翼片都可拆下来, 可单独钻进或扩孔, 也可同时钻进及扩孔, 还可打正、 反循环。 但它不能单独使用, 必须和桩机结合起来才能用。 为解决中途扩孔问题, 这里于钻扩钻头下 部增加一个倒转三脚扩孔吊篮, 它用螺栓固定于钻进翼片固定座上。  8. Drilling and expanding the drill bit (Fig. 15): There are a variety of drill-drilling drill bits for the former pile driver, which are of the upper and lower type. However, the simpler ones are for single reaming, and they cannot be used for positive or negative circulation. Drilling and expanding is more complicated, even with hydraulic control. It is very inconvenient for the tubing to pass through the well. Therefore, I have made some improvements to the drills of the predecessors here. The upper grounding seat is fixed on the upper part of the center tube, the lower hinge seat is movable, and the moving distance is limited by the hexagonal sleeve, so that the most wood reaming or contraction state can be obtained. Both the drilling and the bottoming fins can be removed, and the holes can be drilled or reamed separately, or drilled and reamed at the same time, and positive and reverse circulation can be performed. However, it cannot be used alone and must be combined with a pile driver to be used. In order to solve the problem of reaming in the middle, here, an inverted three-leg reaming basket is added to the lower part of the drill bit, which is bolted to the drilling fin holder.
9、 冲击抽筒二合一钻头 (图 16): 上面提及冲抓钻主机也有冲击功能, 但不是主要的, 只适宜在一些比较松软而又稳固的地层中使用。 对于松散、 含较大砾石的地层及硬基岩它就 不适用了。 所以在这里设计了把冲击和抽筒结合为一体的钻头。 只要是较稳固不必下套管的 地层, 无论是软的、 硬的都可以钻进。.形状有些象冲齿十字形钻头, 但在结构上区别很大。 在十字刃片上部焊接一个储斗, 底部有四个活阀, 斗内靠近中心管处焊接四根透气管。 除此 外, 刃片外缘还焊接一个修孔圈, 它和储斗之间形成一个下大上小的环状空间 (中间被十字 厚钢板隔开)。 当钻头迅速下降的时候, 孔内下部冲洗液及 碴的体积也迅速膨胀, 于是就逼 使它们克服重力沿着活阔、 透气管、 环状空间上升; 最后又在重力作用下落入储斗内, 这样 就避免一些较大岩屑留在孔底进行二次、 三次冲击。 同时也由于有这样三个透气装置, 这就 大大减小了钻头下降的阻力, 从而提高了冲击能力。钻孔结束后, 接上通往地表的长高压管, 可用正、 反循环洗孔。  9. Impact pumping 2-in-1 drill bit (Fig. 16): The above mentioned rushing drill mainframe also has impact function, but it is not the main one. It is only suitable for use in some relatively soft and stable formations. It is not suitable for loose, gravel-bearing formations and hard bedrock. Therefore, a drill bit that combines the impact and the suction pump is designed here. As long as it is a relatively stable formation that does not require casing, it can be drilled, whether it is soft or hard. The shape is somewhat like a cross-shaped drill bit, but it differs greatly in structure. A bucket is welded on the upper part of the cross blade, and four flaps are arranged on the bottom. Four vent pipes are welded in the bucket near the center tube. In addition, a burr is welded to the outer edge of the blade, which forms a large and small annular space between the hopper (separated by a thick steel plate in the middle). When the drill bit descends rapidly, the volume of the flushing liquid and the helium in the lower part of the hole also expands rapidly, so that they are forced to rise along the living space, the vent pipe and the annular space against the gravity; finally, they fall into the storage bucket by gravity. In this way, some large cuttings are prevented from remaining at the bottom of the hole for secondary and tertiary impact. At the same time, due to the three venting devices, the resistance of the drill bit is greatly reduced, thereby improving the impact capability. After the drilling is completed, connect the long high-pressure pipe leading to the surface, and wash the holes with positive and negative circulation.
10、 手摇或电动水管卷扬机(图 17): "现代基础工程施工 "课本提到过水管滚筒, 但结 构如何本人不清楚, 就算有也是别人的专利。 但从前人桩机的水管都是用吊钩挂着来看, 也 不太适宜用滚筒来收放。 所以在这里本人设计了可手摇也可用电动机带动的水管卷扬机。 目 的是想把高压管卷在卷筒上, 随时可以收放, 大大节省劳动力。 但卷筒是转动的, 而通往射 ¾泵或水池的吸、 排水管是不能转动的。 为了解决这个问题, 所以必须在卷筒中轴排、 进水 管外端加一个防转器, 吸入或排出的冲洗液经弯管和高压管与孔底连续相通。 带动卷筒可直 接由三角皮带轮来驱动, 但转速不能过高, 必须把经过变频后的电流输入电动机。 本设计还 需解决另外一些问题, 假如钻孔越深, 卷筒所卷高压管层数越多, 外层和内层线速度都有差 别。 高压管的下降问题还好解决, 如要使它和钢丝绳同步上升则比较困难, 恐怕还要增加好 些设备。 不过这里釆用简单的人为控制方法, 在齿轮盒外, 于从动齿轮轴上加一个带三角槽 的摩擦轮, 轮下再加一块楔形摩擦木块, 由它来控制高压管的升、 降速度。 在从动轴上, 摩 擦轮外还加一个单车脚臂, 必要时还可以用手摇来补充一下。 10. Hand-cranked or electric water pipe winch (Fig. 17): The textbook "Modern Foundation Engineering Construction" refers to the water pipe roller, but the structure is unclear, even if it is someone else's patent. However, the water pipes of the former pile driver are all hung with hooks, and it is not suitable for retracting with rollers. So here I designed a water pipe hoist that can be hand-cranked or motor-driven. The purpose is to roll the high-pressure pipe on the reel, which can be retracted at any time, saving labor. However, the reel is rotating, and the suction and drain pipes leading to the pump or pool are not rotatable. In order to solve this problem, an anti-rotation device must be added to the shaft row and the outer end of the inlet pipe in the reel, and the flushing liquid discharged or discharged is continuously communicated with the bottom of the hole through the elbow and the high-pressure pipe. The driven reel can be driven directly by the V-belt pulley, but the speed cannot be too high, and the converted current must be input into the motor. This design also needs to solve some other problems. If the deeper the hole is drilled, the more the number of high pressure pipe rolls rolled in the drum, the lower the line speed of the outer layer and the inner layer. do not. The problem of the drop of the high-pressure pipe is still solved. If it is difficult to make it rise synchronously with the wire rope, I am afraid that it will add more equipment. However, here is a simple man-made control method. Outside the gear box, a friction wheel with a triangular groove is added to the driven gear shaft, and a wedge-shaped friction wood block is added under the wheel to control the rise and fall of the high pressure pipe. speed. On the driven shaft, a bicycle arm is added outside the friction wheel, and if necessary, it can be added by hand.
11、 人力收、 放水管平台 (图 11 ): 上面设计的水管卷扬机有优点, 但也有缺点。 优点 有如下几个方面: 一是保证在钻进过程中能连续抽吸或输送冲洗液; 二是在一定程度上能使 高压管跟随桩机自动滑下; 三是在高压管提升过程中, 无论手摇还是电机带动, 都大大节省 了劳动力。缺点主要有以下二方面,一是在提升过程中难以控制高压管和钢丝绳的同步过程, 二是在打反循环钻进时, 大量的砾石碎块在弯曲的管内作长距离流动, 势必会加快管壁的磨 损, 同时受到阻力又大, 甚至会出现堵塞现象。 理论上推断是这样, 如果经过实践证明没有 问题, 那就可放心使用。 但是, 不管用清水或泥浆打正循环钻进则绝对没有问题。  11. Manpower collection and drain pipe platform (Fig. 11): The hose winch designed above has advantages, but it also has disadvantages. The advantages are as follows: First, to ensure that the flushing fluid can be continuously pumped or transported during the drilling process; secondly, the high-pressure pipe can be automatically slid down following the pile driver; thirdly, during the lifting process of the high-pressure pipe, No matter the hand or the motor, it saves labor. The main disadvantages are as follows: First, it is difficult to control the synchronization process of the high-pressure pipe and the wire rope during the lifting process. Second, when the reverse circulation is drilled, a large amount of gravel fragments flow in the curved pipe for a long distance, which is bound to accelerate. The wear of the pipe wall is accompanied by large resistance and even blockage. In theory, it is inferred that if there is no problem after practice, then you can use it with confidence. However, there is absolutely no problem whether you use a clear water or mud to make a positive cycle.
这里为了考虑问题周全些, 同时也是图方便, 所以设计了人力收放水管平台, 在此平台. 上水會呈" 8"字型卷曲平放。 首先它的半径增大了, 带泥沙及碎石的冲洗液大致在同一水平 面上流动, 这就容易畅通一些。 同时水管一正一反卷曲, 它所扭转的角度互相抵消, 这就消 除了它的扭转现象, 延长了使用 '寿命。 但它的缺点是增加了体力劳动强度。 其实电缆也可这 样收放, 简单多了。 ' "  Here, in order to consider the problem comprehensively, and at the same time it is also convenient, so the manpower retractable water pipe platform is designed. On this platform, the water will be flat and flat in the shape of "8". First, its radius is increased, and the rinsing fluid with sediment and gravel flows on the same level, which is easy to pass. At the same time, the water pipes are curled one by one, and the angles they twisted cancel each other out, which eliminates the twisting phenomenon and prolongs the use of 'life. But its disadvantage is that it increases the physical labor intensity. In fact, the cable can also be retracted in this way, much simpler. ' "
12、 卸料塔漏斗下部滚筒开关(图 18): 本桩机使用的卸料塔及漏斗和前人的基本相同。 所不同的是漏斗上部安装有一个卸料塔护圈, 护圈底部有八块活动板, 和卡盘箱内的活动块 基本相同, 可在一定范围内加大或缩小口径。桩机可随意放下都能顶到吊挂圆筒外侧的垫肩, 卸下废碴。 为节省篇幅不附图。 但是前人的漏斗下部的开关本人觉得不太适合本桩机使用。 常见的是插板开关, 有用杠杆推动的; 也有用螺栓推动的。 它对于一些粘土及细小均匀物质 最适用, 但对于一些大小不均的石块, 特别是大石块不适用。 现代化施工场地的水泥浆搅拌 楼则用液压驱动活页的开、 闭。 这样需较大的电动机及液压泵, 虽可靠, 但增加了工程成本。 所以, 本人在这里另外设计一个滚筒开关。 取二根短无缝管, 中间切去其中一半, 两端留下 少部分。然后使它们沿着圆周面作相对滚动, 当转到被切去的部分时就出现裂缝, 开关打开; 当转到未被切去部份时两圆柱面相互接触, 只能作相对滚动, 此时开关关闭。 若使它右边的 一个滚筒顺时针方向转动, 则两个滚筒总是向上提升及张开, 故所有岩屑及石块都阻挡不了, 它们的转动。  12. The lower roller switch of the discharge tower funnel (Fig. 18): The unloading tower and the funnel used in this pile driver are basically the same as the previous ones. The difference is that there is a discharge tower retainer on the upper part of the funnel. There are eight movable plates at the bottom of the retainer, which are basically the same as the movable blocks in the chuck box. The diameter can be increased or decreased within a certain range. The pile driver can be freely lowered and can be placed on the shoulder of the outside of the hanging cylinder to remove the waste. In order to save space, no drawings are drawn. However, the switches in the lower part of the funnel of the predecessors I feel that it is not suitable for the use of this pile driver. Common is the board switch, which is pushable with a lever; it is also bolted. It is most suitable for some clays and fine homogeneous materials, but not for some uneven sizes of stones, especially large stones. The cement slurry mixing plant on the modern construction site is hydraulically driven to open and close the loose leaf. This requires a larger motor and hydraulic pump, which is reliable, but increases engineering costs. Therefore, I am here to design another roller switch. Take two short seamless tubes, cut half of them in the middle, leaving a small part at both ends. Then they are made to roll relative to each other along the circumferential surface. When the part is turned to the cut part, the crack appears, and the switch is opened. When the part is turned to the uncut part, the two cylindrical surfaces are in contact with each other, and only the relative rolling is performed. The switch is off. If one of the rollers on the right side is rotated clockwise, the two rollers are always lifted up and open, so that all cuttings and stones can not be blocked, and their rotation.
四、 附图说明 本发明专利共有十八个图, 本来没有那么多。 因整个桩机体积较大, 同 时又比较复杂, 如果把比例缩得太小就根本看不清楚。 所以分为上、 中、 下三段来画, 同时 有的结构图除画主视图外, 还要画左视图或俯视图才能看清楚, 如果是在一张图上则为一个 图; 若有一个视图在另外一张纸上, 则视为另外一个图。 4. BRIEF DESCRIPTION OF THE DRAWINGS The invention patent has a total of eighteen figures, which are not so much. Because the whole pile machine is large in size and complicated at the same time, if the proportion is too small, it will not be clear. So it is divided into upper, middle and lower sections to draw, In addition to drawing the main view, some structural drawings can also be seen in the left or top view. If it is on a picture, it is a picture. If one view is on another piece of paper, it is considered as another picture. .
图 1为本发明冲抓钻桩机整体结构简视主视图。  BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a front elevational view showing the overall structure of a rushing pile driver of the present invention.
图 2为本发明冲抓钻 ¾机下段结构简视主视图。  Fig. 2 is a front elevational view showing the structure of the lower section of the rushing and drilling machine of the present invention.
' 图 3为本发明活动翼片钻头结构简视主视、 俯视、 左视图。  3 is a front view, a top view, and a left side view of the movable wing bit structure of the present invention.
图 4为本发明冲抓钻桩机中段结构简视主视图。  Fig. 4 is a front view showing the structure of the middle section of the rushing pile driver of the present invention.
图 5为本发明冲抓钻桩机上段结构简视主视图。  Fig. 5 is a front elevational view showing the structure of the upper section of the rushing pile driver of the present invention.
图 6为本发明活动内套管和固定外套管结构简视主视图。  Fig. 6 is a front elevational view showing the structure of the movable inner sleeve and the fixed outer sleeve according to the present invention.
图 7为本发明活动内套管和固定外套管结构简视俯视图。  Figure 7 is a schematic top plan view of the movable inner sleeve and the fixed outer sleeve structure of the present invention.
图 8为本发明套管提架简视主视图。  Figure 8 is a front elevational view of the casing of the present invention.
图.9为本发明卡盘简视主¾、 俯视图。  Fig. 9 is a schematic view of the chuck of the present invention.
图 10为本发明卡盘滑块箱简视主视、 俯视、 左视图。  Figure 10 is a front view, a top view, and a left side view of the chuck slider box of the present invention.
图 11为本发明人力收、 放水管平台简视主视、 俯视图。  Figure 11 is a front view and a top view of the human body receiving and discharging pipe platform of the present invention.
图 12为本发明卡^:及套管支架简视主视图。  Figure 12 is a front elevational view of the card and casing of the present invention.
图 13为本发明孔口护圈及活动套管拉钩简视主视、 俯视图。  Figure 13 is a front view and a plan view of the orifice retainer and the movable sleeve pull hook of the present invention.
图 14为本发明水管及电缆导架简视主视、 左视图。  Figure 14 is a front view and a left side view, respectively, of the water pipe and cable guide of the present invention.
图 15为本发明钻、 扩钻头简视主视图。  Figure 15 is a front elevational view of the drill bit and the drill bit of the present invention.
图 16为本发明冲击、 抽筒二合一钻头简视 视图。  Figure 16 is a simplified view of a two-in-one impactor of a shock and a suction pump according to the present invention.
图 17为本发明手摇或电动水管卷扬机简视主视图。  Figure 17 is a front elevational view of the hand or electric water pipe hoist according to the present invention.
图 18为本发明漏斗下部滚筒开关主视、 俯¾1、 左视图。  Figure 18 is a front view, a top view, and a left side view of the lower drum switch of the funnel of the present invention.
图 1一图 18中,定向钻头(1 )、方柱合金片(2 )、下中心轴管(3)、中部外六角轴管(4)、 带十字肩内六角轴套(5)、 下十字槽中心管(6)、 下十字槽焊接件(7 )、 翼片钻头连杆(8)、 翼片钻头杠杆横梁(9)、翼片钻头吊杆(10)、翼片钻头吊杆座(11 )、翼片钻头上连接座(12)、 翼片钻头下连接座(13)、 翼片钻头连杆座(14)、 翼片钻头内层 (15)、 翼片钻头中层(16)、 翼片钻头外层(17)、 翼片钻头中部焊接件(18 )、 翼片钻头刀口内层(19)、 翼片钴头刀口中 ή (20),翼片钻头刀口外层(21 )、翼片钻头吊挂圆筒(22)、 Φ 38轴套(23)、 Φ 32轴套(24)、 下十字槽上部加固方条(25)、 圆形厚钢板下部连接圈 (26)、 加重焊接无缝管(27)、 吊挂圆 筒外侧卸土垫肩 (28)、 翼片钻头右边焊接件(29)、 翼片钻头左边焊接件(30)、 导向钻头下 部焊接方条(31 )、 连杆定位框 (32 )、 连杆定 ί立框螺杆轴 (33)、 连杆定位框滚筒 (34)、 大 内六角套外套筒 (35)、 大内六角套衬垫 (36 )、 带十字及钢球大内六角套 (37)、 Φ 16钢球 (38)、 大内六角套橡胶垫 (39)、 大内六角套上部压板 (40)、 吊挂圆筒顶部厚钢板(41)、 圆形厚钢板上部连接圈(42)、 加重室圆筒(43)、 翼片钻头收放连接柱(44)、 固定内六角套 螺钉 (45)、 M30 螺栓 (46)、 翼片钻头收缩顶杆 (47)、 限位焊接圆环 (48)、 中部内六角轴 套 (49)、 上十字槽焊接件 (50)、 下轴承密封圈摩擦圆筒 (51)、 下轴承密封圏压盖 (52)、 下轴承杯(53)、下轴承座(54)、下轴承密封圈(55)、 (56)空、 Φ 90密封向心球轴承(57)、 Φ90-Φ116垫圈 (58)、 Φ90止推球轴承(59)、 加重室底板(60)、 密封室圆筒(61)、 密封 室圆筒外侧导向方条(62)、 主动小齿轮(63)、 从动大齿 (64)、 密封室内固定电动机钢板In Fig. 1 to Fig. 18, the directional drill bit (1), the square column alloy piece (2), the lower central shaft tube (3), the middle hexagonal shaft tube (4), the hex socket with a cross shoulder (5), the lower Cross recessed center tube (6), lower cross slot weldment (7), wing drill bit link (8), fin bit lever beam (9), fin bit boom (10), fin drill bit holder (11), wing bit upper connecting seat (12), fin bit lower connecting seat (13), fin bit connecting rod seat (14), fin bit inner layer (15), fin bit middle layer (16) , outer layer of fin bit (17), middle part of wing piece (18), inner layer of blade bit (19), 钴 (20) of blade cobalt head, outer layer of blade bit (21) , fin drill bit hanging cylinder (22), Φ 38 bushing (23), Φ 32 bushing (24), lower cross groove upper reinforcing bar (25), round thick steel plate lower connecting ring (26), Weighted welded seamless pipe (27), hanging cylinder outer unloading shoulder (28), wing bit right welding piece (29), wing bit left welding piece (30), guiding bit lower welding square (31) Connecting rod Frame (32), connecting rod fixed frame screw shaft (33), connecting rod positioning frame roller (34), large hex socket outer sleeve (35), large hex socket (36), with cross and Steel ball large hexagon socket (37), Φ 16 steel ball (38), large hexagon socket rubber pad (39), large inner hexagon socket upper pressure plate (40), hanging cylinder top thick steel plate (41), round thick steel plate upper connecting ring (42), weighting chamber cylinder (43), fin bit retracting connecting rod (44), fixing hexagon socket set screw (45), M30 bolt (46), fin bit shrinking ejector (47), limit welding ring (48), middle Hexagon socket (49), upper cross groove weldment (50), lower bearing seal friction cylinder (51), lower bearing seal nip cover (52), lower bearing cup (53), lower bearing seat (54 ), lower bearing seal (55), (56) empty, Φ 90 sealed radial ball bearing (57), Φ90-Φ116 washer (58), Φ90 thrust ball bearing (59), weighting chamber bottom plate (60), Sealing chamber cylinder (61), sealing chamber cylinder outer guiding strip (62), driving pinion (63), driven large tooth (64), sealed indoor fixed motor steel plate
(65)、 5- 7KW电动机(66)、 齿轮下部顶筒 (67)、 钩头楔键 (68)、 上中心轴管 (69)、 加重 厚钢板(70)、密封室底板(71)、 72— 100空。密封室上圆形厚钢板(101)、上轴承座(102)、 Φ75推力球轴承 (1.03)、 Φ76-Φ96垫圈 (104)、 Φ75密封径向球轴承 (105)、 轴承上部外 加减塾圈 (106)、 轴承上部内加减垫圈 (107)、 上轴承杯(108)、 上轴承固定圆螺母(109)、 圆螺母上部垫圈(110)、 Φ64— Φ94密封圈 (111)、 上轴承压盖(112)、 Φ136— Φ150上部 加减垫圈 (113)、 中心管排水接头 (114)、 短高压管 (115)、 水管防转器固定钢管 (116)、 固定钢管下圆塞 (117)、 固定钢管上圆塞 (118)、 水管防转器主管 (119)、 防转器下密封圈(65), 5- 7KW motor (66), gear lower top tube (67), hook head wedge key (68), upper central shaft tube (69), weighted thick steel plate (70), sealed chamber bottom plate (71), 72-100 empty. Round thick steel plate (101), upper bearing seat (102), Φ75 thrust ball bearing (1.03), Φ76-Φ96 washer (104), Φ75 sealed radial ball bearing (105), and the upper part of the bearing Ring (106), upper and lower bearing washer (107), upper bearing cup (108), upper bearing fixed round nut (109), round nut upper washer (110), Φ64-Φ94 sealing ring (111), upper bearing Gland (112), Φ136—Φ150 upper and lower washer (113), central pipe drain joint (114), short high pressure pipe (115), water pipe anti-rotator fixed steel pipe (116), fixed steel pipe lower round plug (117) , fixed steel pipe round plug (118), water pipe anti-rotation device main (119), anti-rotation lower seal
(120)、 防转器密封圈压盖 (121)、 防转器密封径向球轴承 (122)、 防转器轴承杯 (123)、 防转器圆螺母 (124)、 防转器圆螺母上部垫圈 (125)、 防转器上密封圈 (126)、 电缆下部密 封圈 (127)、 电缆密封接头座 (128)、 Φ 12— 18垫圈 (129)、 电缆密封接头主管;( 130)、 电 缆上部密封圈 (131)、 M30 小六龟螺钉 (132)、 电缆 (133)、 顶部提梁柱 (134)、 顶部提梁(120), anti-rotator seal gland (121), anti-rotator seal radial ball bearing (122), anti-rotation bearing cup (123), anti-rotator round nut (124), anti-rotation round nut Upper washer (125), anti-rotator upper seal (126), cable lower seal (127), cable gland (128), Φ 12-18 washer (129), cable gland joint supervisor; (130), Cable upper seal (131), M30 small six turtle screw (132), cable (133), top beam (134), top girders
(135)、 常用提引器吊卡 (136)、 常用提引器下密封圈 (137)、 Φ50止推球轴承(138)、 常 用提引器轴套 (139)、 常用提引器椭圆形提环板 (140)、 Φ90-Φ100 密封圈 (141)、 常用 提引器轴承顶圈(142〉、 Φ50— Φ60密封圈(143)、 Φ50— Φ78垫圈(144)、 M48螺母(145)、 常用提引器提环(146)、 常用提引器拉杆 (147)、 水管防转器轴承顶筒 (148)、 水管防转器 排水接头 (149)、 长高压管(150)、 Φ50轴套(151)、 152— 159空。 活动内套管上节(第二 节)(160)、 活动内套管短接扣(161)、 活动内套管导向槽上节(162)、 活动内套管上长开闭 接扣 (163)、 活动内套管收缩钉 (164)、 活动内套管上节连接水管 (165)、 外套管最下节凸 块导向槽焊接件(166)、 活动内套管上节筋片 (167)、 固定外套管上节 (168)、 定外套管 上节筋片 (169)、 套管筋片旁侧长螺杆连接圈 (170λ、 活动内套管开闭线 (171)、:活动内套 管下长开闭接扣 (172)、 活动内套管下节 (173)、 活动内套管下节导向槽(174)、 活动内套 管下节筋片 (175 活动内套管下节开闭处连接水管 (176)、 活动内套管下节下部开闭处短 接扣 (177)、 活动内套管下节连接水管 (178)、 活动内套管下节下部带螺纹接扣 (179)、 活 动内套管下节筋片底部凸块 (180)、 固定外套管下节 (181 )、 固定外套管下节筋片 (182)、 方柱合金片(183)。 184— 189空。 套管提架中轴 (190)、 套管提架梁 (191 )、 套管提架上圆 盘 (192)、 套管提架下圆盘 (193)、 套管提架上挂钩 (194 )、 套管提架挂钩圆环 (195)、 套 管提架下挂钩 (196)、 套管提架下挂钉矩形套 (197 )。 198— 200空。 卡盘箱活动块 (201 )、 卡盘箱上盖 (202)、 卡盘箱下盖 (203)、 卡盘内层圆环状夹板 (204 )、 固定内层夹板焊接矩 形管 (205)、 固定外层扇形垫片 (206)、 卡盘外层夹板顶柱 (207 )、 卡盘外层上下圆环状夹 板(208 )、卡盘上下移动导管(209)、固定卡盘内层插销(210)、卡盘箱两侧焊接钢板(211 )、 卡盘箱旁侧焊接压力圈 (212)、 卡盘箱滑块推杆(213)。 214— 215空。 人力收放水管 台柱 脚(216)、 人力收放水管平台下垫板 (217)、 人力收放水管平台上塾板 (218)、 人力收放水 管平台栏杆(219)。 220空。卡盘及套管支架下地脚槽钢(221 )、卡盘及套管支架槽钢(222 )、 卡盘导管下部固定座 (223)、 活动内套管第三节(.224 )、 中部及下部组合双卡盘 (225)、 下 都伸缩式套筒油缸(226)。 227 空。 上部伸縮式套筒油缸 (228)、 上部固定卡盘 (229)、 导 管上部大螺母 (230)、 卡盘及秦管支架柱脚 (231 )、 卡盘及套管支架焊接横梁 (232)、 卡盘 及套管支架顶部护栏 (233)、 井口护圈底部圆环 (234)、 井口护圈顶柱 (235 )、 井口护圈中 部加固钢圈(236)、活动内套管拉钩(237)、·固定拉钩厚钢板(238)、井口护圈顶部圆环(239)。 240空。 护圈顶部焊接环梁 (241 )。 242— 246空。 活动内套管拉钩中轴 (247 )、 带双头外螺 ^固定钢管 (248)、 拉钩挡板 (249)、 拉钩双头内螺纹管 (250)、 径向小轴承 (251 )、 拉钩 圆螺母 (252)、 焊接蹄环 (253)、 环链'(254)。 255— 260空。 导轮转臂中心圆钢板 (261 )、 导轮转臂 (262)、 转臂中心圆钢板固定管(263)、 导轮轴心(分不同长度)(264)、 导轮挡板 (265)、 导轮径向轴承 (266)、 导轮轴承压盖 (267)、 导轮轴承顶圈 (268)、 导轮挡板顶圈 (分不同长度)(269 )、 导轮支架后脚(270)、 导轮支架前脚(271 )、 支架前脚及后脚固定钢 管 (272)、 导轮支架 / 板 (273)、 支架两侧焊接钢板 (274)、 支架后脚顶部拉杆 (275)、 拉 杆螺母 (276)、 小钢丝绳 (277 )、 Φ40— Φ 120大垫圈 (278)、 拉杆中部滚筒(279)、 拉杆 两侧短胶管 (280)。 281— 283空。 扩孔吊篮脚 (284)、;吊篮中心短无缝管 (285)、 吊篮中心 加攀无缝管 (286)、 扩孔导向钻头 (287)、 钻扩钻头下部加接短无缝管 (288 )、 钻扩钻头下 部 ώ长无缝管 (289)、 法兰盘联接管状钻杆 (290)、 钻扩钻头中心内管 (291 )、 内外六角形 钢 ½ (292)、 钻扩钻头下滑动套 (293)、 下滑动套钻进翼片固定座 (294)、 下滑动套扩底翼 片铰座(295)、钻进翼片(296)、扩底翼片(297)、八角柱合金(298)、内外六角限位座(299)、 扩底翼片铰接连杆 (300)、 上固定套连接铰座 (301 )、 .钻扩钻头垫肩 (302)、 钴扩钻头法兰 盘 ( 303)、变换接头(304)。 305— 309空。冲抽钻头中心管(310)、 十字焊接厚钢扳(311 )、 焊接修孔圈 (312)、 储斗底部钢板 (313 )、 截锥体储斗 (314 )、 圆锥体储斗 (315 )、 十字架 长刃片 ( 316)、 414矩形薄片合金 ( 317 )、中心管下部长钻头(318)、小钻头下凹刃片(319)、 小钻头上凹刃片(320)、活阀底板(321 )、活阀盖(322)、活阀辑梁(323)、活阀轴支架(324)、 活阀轴套(325)、活阀轴心 ( 326)、储斗内透气管(327)、加重圆钢(328 )、挡磴板圆圈(329)、 焊接挡碴板 (330)、 冲抽钻头上部变径接头 (331 )、 冲抽钻头顶部提梁柱 (332)、 冲抽钻头 '提引器吊卡(333)、 冲抽钻头提引器拉杆 (334)、 Φ 60— Φ 80垫圈 (335)、 冲抽钻头提引器 椭圆形提环板 (336)、 冲抽钻头提引器提环 (337)、 弹簧(338)、 圆螺母 '(339)、 Φ 56— Φ 1 16垫圈(340)、特薄螺母(341 )、中心管下部短钻头(342)。 343空。槽形螺母及螺杆(344)、 焊接加厚钢板(345)。 346-354空。水管卷扬机支架钢板(355)、水管卷扬机支架底板(356)、 支架顶部焊接固定钢管 (357)、 卷筒中轴主管 (358 )、 卷筒中轴排、 进水管(359)、 卷筒中 轴套筒(360)、卷筒两侧挡板(361 )、卷筒外侧固定小钢管(362)、加宽卷筒悍接小钢管(363)、 卷筒轴承(364〉、 卷筒轴承杯(365)、 卷扬机主动大齿轮(366)、 卷扬机从动小齿轮(367)、 卷扬机三角皮带轮(368)、卷筒加厚钢板(369)、大钩头楔键(370)、弯曲铜管或无缝管(371 )、 水管防转器轴承杯 (372)、 通往水池吸、 排水管 (373)、 支架柱加固角铁 (374)、 齿轮盒外 侧焊接钢板(375)、齿轮盒顶部焊接钢板(376)、从动齿轮轴承(377)、从动齿轮轴承杯(378)、 从动齿轮中心轴( 379 )、从动齿轮小钩头楔键( 380 )、单车脚臂( 381 )、带三角槽摩擦轮(382 )、 楔形摩擦木块(383)。 384— 390空。 幵关右滚筒 (391 )、 开关左滚筒 (392)、 滚筒上部泥刷 ( 393)、 滚筒两侧围边 (394)、、滚筒开关上部连接钢板(395 )、 焊接中厚钢板 (396)、 滚筒 圆塞(397)、 D30密封轴承(398)、传动杆末端焊接内外六角钢管(399 )、滚筒右中心轴(400)、 直齿圆柱齿轮(401 )钩头楔键(402 )、滚筒左中心轴(403)、传动杆(4(M)'、传动杆顶圈(405)、 -横跨柱脚固定钢板 (406)、 加厚焊接钢板 (407)、 固定传动杆导管 (408)、 导管头部焊接圆 盘(409)、 方向盘 (410)、 传动杆头部圆塞 (411 )、 单车飞轮 (412)。 (135), commonly used lifter elevator (136), common puller lower seal (137), Φ50 thrust ball bearing (138), common puller bushing (139), common lifter oval Lifting plate (140), Φ90-Φ100 sealing ring (141), common puller bearing top ring (142>, Φ50-Φ60 sealing ring (143), Φ50-Φ78 washer (144), M48 nut (145), Common lifter lifting ring (146), common puller pull rod (147), water pipe anti-rotator bearing top tube (148), water pipe anti-rotation device drain joint (149), long high pressure pipe (150), Φ50 bushing (151), 152— 159 vacant. The upper section of the casing (section 2) (160), the inner casing short buckle (161), the inner casing guiding groove upper section (162), the movable inner sleeve Long open and close buckle (163), movable inner sleeve shrinkage pin (164), movable inner casing upper joint water pipe (165), outer casing lowermost bump guide groove weldment (166), movable Casing upper rib (167), fixed outer casing upper section (168), fixed outer casing upper rib (169), casing rib side long screw connecting ring (170λ, inside the movable The tube opening and closing line (171), the movable inner casing long opening and closing buckle (172), the movable inner sleeve lower joint (173), the movable inner sleeve lower joint guiding groove (174), and the movable inner sleeve Ribs (175 joints in the lower section of the casing, the connecting pipe at the lower section of the casing, 176), the lower opening and closing section of the lower casing of the movable inner casing (177), the lower joint of the movable inner casing (178), the activity The lower part of the lower part of the inner sleeve is threaded (179), live The inner bottom sleeve of the lower rib of the inner sleeve (180), the lower outer joint of the outer sleeve (181), the lower outer rib of the outer sleeve (182), and the square alloy piece (183). 184-189 empty. Casing middle shaft (190), casing beam (191), casing upper disc (192), casing lower disc (193), casing hanger hook (194) , the casing rack hook ring (195), the casing lower bracket hook (196), and the casing rack hanging nail rectangular sleeve (197). 198-200 empty. a chuck box movable block (201), a chuck box upper cover (202), a chuck box lower cover (203), a chuck inner layer annular splint (204), a fixed inner layer splint welded rectangular tube (205), Fixed outer fan-shaped gasket (206), chuck outer cleat top column (207), chuck outer layer upper and lower annular splint (208), chuck up and down moving conduit (209), fixed chuck inner layer pin ( 210), welded steel plate (211) on both sides of the chuck box, welding pressure ring (212) on the side of the chuck box, and chuck slider (213) on the chuck box. 214-215 empty. The human retractable water pipe column foot (216), the human retractable water pipe platform lower plate (217), the human retractable water pipe platform upper slab (218), and the human retractable water pipe platform railing (219). 220 empty. Chuck and casing bracket lower foot channel steel (221), chuck and casing bracket channel steel (222), chuck tube lower seat fixing seat (223), movable inner casing third section (.224), central and The lower combined double chuck (225) and the lower telescopic sleeve cylinder (226). 227 empty. Upper telescopic sleeve cylinder (228), upper fixed chuck (229), upper conduit nut (230), chuck and Qin tube bracket column (231), chuck and casing bracket welding beam (232), Chuck and casing bracket top guardrail (233), wellhead retainer bottom ring (234), wellhead retainer top column (235), wellhead retainer middle reinforcement steel ring (236), active inner casing hook (237) · Fixed hook thick steel plate (238), wellhead retainer top ring (239). 240 empty. Weld the ring beam (241) on the top of the retainer. 242—246 is empty. Inner casing bushing shaft (247), double-headed outer screw ^ fixed steel pipe (248), hook baffle (249), double-headed internally threaded pipe (250), radial small bearing (251), hook circle Nut (252), welded shoe ring (253), ring chain '(254). 255- 260 empty. Guide wheel arm center circular steel plate (261), guide wheel arm (262), arm center round plate fixed pipe (263), guide wheel axis (different length) (264), guide wheel baffle (265), guide wheel Radial bearing (266), guide bearing bearing gland (267), guide wheel bearing top ring (268), guide wheel baffle top ring (different lengths) (269), guide wheel bracket rear foot (270), guide wheel Bracket front foot (271), bracket front and rear foot fixed steel tube (272), guide wheel bracket/plate (273), bracket welded steel plate (274), bracket rear foot top tie rod (275), tie rod nut (276), small wire rope (277), Φ40—Φ 120 large washer (278), middle rod of roller (279), short hose (280) on both sides of the rod. 281-283 empty. Reaming basket foot (284), basket center short seamless tube (285), basket center plus climbing seamless tube (286), reaming guide bit (287), drill expansion bit lower and short connection seamless Tube (288), drill-drilling bit lower length long seamless pipe (289), flange-connected tubular drill pipe (290), drill-drilling bit center inner pipe (291), inner and outer hexagonal steel 1⁄2 (292), drilling expansion The lower drill sleeve (293), the lower sliding sleeve drilled into the fin holder (294), the lower sliding sleeve extended bottom flap hinge (295), the drilled fin (296), the expanded bottom flap (297), Octagonal alloy (298), inner and outer hexagonal limit seat (299), extended bottom wing hinged link (300), upper fixed sleeve connecting hinge (301), drilled drill bit shoulder (302), cobalt drill bit method Lan plate (303), adapter (304). 305—309 is empty. Punching the drill center tube (310), cross welding thick steel plate (311), Welded hole repair ring (312), steel plate at the bottom of the bucket (313), cone bucket (314), cone bucket (315), cross blade (316), 414 rectangular sheet alloy (317), center a lower drill bit (318), a small drill lower concave blade (319), a small drill upper concave blade (320), a movable valve bottom plate (321), a movable valve cover (322), a valve assembly beam (323), Live valve shaft bracket (324), valve sleeve (325), valve shaft (326), vent pipe (327) in the bucket, weighted round bar (328), retaining plate circle (329), welded block Seesaw (330), punching drill upper reducer joint (331), punching drill top lifting beam column (332), punching drill bit 'lifter elevator clamp (333), punching drill bit puller lever (334) Φ 60— Φ 80 washer (335), punching drill puller elliptical lifting plate (336), punching drill puller lifting ring (337), spring (338), round nut '(339), Φ 56— Φ 1 16 washer (340), extra thin nut (341), short drill bit (342) at the bottom of the center tube. 343 empty. Groove nut and screw (344), welded thick steel plate (345). 346-354 is empty. Water pipe winch bracket steel plate (355), water pipe winch bracket bottom plate (356), bracket top welded fixed steel pipe (357), spool middle shaft main pipe (358), reel central shaft row, inlet pipe (359), reel middle shaft sleeve ( 360), two sides of the reel (361), a small steel tube fixed outside the reel (362), a widened reel spliced small steel tube (363), a reel bearing (364>, a reel bearing cup (365), Hoist active large gear (366), winch driven pinion (367), winch triangular pulley (368), reel thickened steel plate (369), large hook wedge (370), curved copper tube or seamless tube ( 371), water pipe anti-rotation bearing cup (372), access to the pool suction, drain pipe (373), bracket column reinforcement angle iron (374), gear box outer welded steel plate (375), gear box top welded steel plate (376) Driven gear bearing (377), driven gear bearing cup (378), driven gear center shaft (379), driven gear small hook wedge key (380), bicycle arm (381), with triangular groove friction Wheel (382), wedge-shaped friction block (383). 384-390 empty. 幵Off right roller (391) Switch left roller (392), roller upper mud brush (393), drum side rim (394), roller switch upper connection steel plate (395), welded medium-thick steel plate (396), roller round plug (397), D30 Sealed bearing (398), welded inner end hexagonal steel tube (399), roller right central axis (400), spur gear (401) hook wedge key (402), drum left central axis (403), transmission rod ( 4 (M)', transmission rod top ring (405), - fixed column steel plate (406), thick welded steel plate (407), fixed transmission rod guide (408), conduit head welding disc (409 ), steering wheel (410), transmission head head plug (411), bicycle flywheel (412).
五、 具体实施方式 本发明最佳实施例是这样的。 包括由'冲抓钻主机、 内、外套管、 卡 盘、 套管提架、 孔口护圈及内套管拉钩、 水管及电缆导架、 水管防转器、 钻扩钻头、 冲击抽 筒二合一钻头、手摇或电动水管卷扬机、人力收放水管平台、漏斗下部滚筒开关等 12大部分 组成。 '  V. DETAILED DESCRIPTION OF THE INVENTION The preferred embodiment of the invention is such. Including: 'rushing drill mainframe, inner and outer casings, chucks, casing racks, orifice retainers and inner casing hooks, water pipes and cable guides, water pipe anti-rotation, drill-drilling drills, impact pumping two It consists of 12 parts, including a drill bit, a hand or electric water pipe hoist, a manpower retractable water pipe platform, and a funnel lower roller switch. '
1、 冲抓钻主机最佳实施 式 (图 1一图 5 ): 从上述所知, 本桩机具有冲、 抓、 钻功能, 与传统桩机的结构完全不同, 它没有动力头、 没有钻杆、 而是用钢丝绳吊着, 用内套管的导 向槽来作为反扭矩平衡机构, 把套管和钻杆融为一体, 必要时内套管还可作为给进用。 驱动 转轴的动力是普通三相异步电动机, 它直接放在井下密封室内, 不设变速机构, 主要利用现 代高科技产品——变频器来实现电动机的变速, 这样灵活多了, 不同岩层可用不同转速钻进。 图中密封室内放二台各为 7KW的电动机, 如动力不够, 还可以增加一个密封室' 再增加二台 同样电动机。 中间可不要圆形厚钢板, 直接在两个连接圈间用螺钉连接' 但中间要加密封垫。 本桩机不用液压来驱动翼片钻头的张、 闭, 因它是转动的, 无论液压泵放在地表或井下都不 方便。 而这里巧妙地利用杠杆原理, 把连杆(8 ) 上端铰接于杠杆横梁(9 ) 中部; 下端铰接 于翼片钻头连杆座 (14 ) 上。 杠杠横梁 (9 ) 一端铰接于下十字槽焊接件 (7 )上部; 另一端 铰接于吊杆 (10 ) 下部。 吊杆 (10)上端铰接于吊挂圆筒 (22) 上部的吊杆座(11 )上。 翼 片钻头上部焊接有下连接座 (13), 把它 (13) 铰接于吊挂圆筒 (22) 下部的上连接座 (12) 上。 1. The best implementation of the rushing drill mainframe (Fig. 1 - Fig. 5): From the above, the pile driver has the functions of punching, grabbing and drilling. It is completely different from the structure of the traditional pile driver. It has no power head and no drill. The rod is suspended by a wire rope, and the guide groove of the inner sleeve is used as a counter-torque balance mechanism to integrate the sleeve and the drill rod, and the inner sleeve can also be used as a feed if necessary. The power for driving the shaft is a common three-phase asynchronous motor, which is placed directly in the downhole sealed room without a shifting mechanism. Generation of high-tech products - frequency converters to achieve the speed of the motor, so much more flexible, different rock formations can be drilled at different speeds. In the figure, two motors of 7 kW each are placed in the sealed room. If the power is not enough, a sealed chamber can be added. Two more identical motors are added. In the middle, do not need a round thick steel plate, and screw directly between the two connecting rings', but a seal is added in the middle. The pile driver does not use hydraulic pressure to drive the opening and closing of the fin bit, because it is rotating, no matter whether the hydraulic pump is placed on the surface or downhole. Here, the lever principle is skillfully used to hinge the upper end of the connecting rod (8) to the middle of the lever beam (9); the lower end is hinged to the wing bit connecting rod seat (14). One end of the lever beam (9) is hinged to the upper part of the lower cross groove weldment (7); the other end is hinged to the lower part of the boom (10). The upper end of the boom (10) is hinged to the boom seat (11) on the upper part of the hanging cylinder (22). The lower part of the fin bit is welded with a lower joint (13), which is hinged to the upper joint (12) at the lower part of the hanging cylinder (22).
图 1为桩机在提吊时的收缩状况。 在正常钻进时, 应把中部的翼片钻头收缩顶杆 (47) 拿去。然后把它沿着活动内套管 (160) 之导向槽 (162 ) 慢慢放下, 但桩机导向方条 (62) 最后不应该吊挂在活动内套管下节导向槽(174)的封口上, 还应保持一段距离。 此时, 当接 通经过变频的电流, 二台或四台小电动机 (66 ) 便按预定转速顺时针方向转动, 二个主动齿 轮 (63)带动从动齿轮(64), 于是整条中心轴管 (69)、 (4)、 ( 3 )也跟着转动。 由于有(49)、 (37)、 (5) 内六角轴套的带动, 所以包括摩擦圆筒 (51 )在内, 以下为转动部分, 以上为不 转动部分(上中心轴管 (69 ) 除外)。桩机在幵始钻进的时候, 有如下两种情况, 一是孔内无 残碴,导向钻头(1 )下到孔底后, 电子秤上重量马上消失。此时翼片钻头还是呈闭合状态(在 慢速情况下, 离心力较小), 还未开始钻进, 只有在导向钻头 (1 ) 先钻进 180mm (不同口径 此距离不同)后, 当它接触到岩层时才开始钻进。 二是孔内存在较多残碴, 导向钻头(1 )还 未到达孔底翼片钻头就受到阻力, 也就是下部转动部分的重量压在残碴上, 在电子秤上反映 出重量慢慢减小, 直至为零。 在上述两种情况下, 导向钻头(1 )在钻进时虽然只承受着上部 不转动部分的重量, 但这已足够, 不够于加重室再增加厚钢板。 也由于它(1 )和地层接触面 积较小, 在上部重大压力作用下, 首先刻取岩层, 逼使整条中心轴管下降, 从而使下十字槽 焊接件 (7 ) 也带着杠杆横梁 (9 ) 一端下降, 通过连杆, (8 ) 压逼翼片钻头, 使它慢慢张开。 杠杆横梁(9) 另一端所产生的反作用力通过吊杆 (10) 推动吊挂圆筒 (22), —定程度上减 轻了其重量, 但此重量始终还是加在连杆(8 )上。 最后 :部不转动部分的重量同时加在翼片 钻头及导向钻头 (1 ) 上。 中心轴管不断下降, 连杆 (8 ):不断推动翼片钻头向外扩张。 此时 它右边的焊接件(29 ) 由于凸出翼片边缘较多, 从垂直和水平方向黌都呈楔状, 而且它(29 ) 的斜切面切向岩石, 所以镶在它 (29) 上面的合金片 (2)在巨大压力作用下不断切削岩石; 翼片背后中部的焊接件 (18 ) 外侧也镶有合金片 (2), 在转动中也会切削岩石, 并通过翼片 外层不断把岩屑拔移中心。 从地表深度计可看到, 当桩机自降下至孔底后, 若有残碴情况下, 如再降下 180醒 则说明翼片钻头已张开到最大限度, 此时它有些向外倾斜, 但其外侧的右 ( 29)、 中 (18 )、 左 (30 ) 焊接件是垂直的, 所以钻出来的孔也是垂直的。 若在孔底无残渣 的情况下, 则在深度计上要降下 180 X 2mm时翼片钻头才张开到最大限度。 理论是这样, 在工 作中实际较难掌握。 一般情况下, —在深度计上看到已下降 180mm后, 应再多钻些, 直到它再 不能下降了就应该停止钻进。 这时钻出来的孔的孔底不是平的, 它大致沿着图 1或图 2下部 的 α轨迹切削岩石、 可以用简单形象来形容, 有些像火山锥, 从孔壁向中间慢慢隆起来, 中心 有个孔。 Figure 1 shows the contraction of the pile driver during lifting. In normal drilling, the central fin bit should be removed from the ejector pin (47). Then slowly lower it along the guide groove (162) of the movable inner sleeve (160), but the pile guide rail (62) should not be hung at the end of the movable inner sleeve lower guide groove (174). On, should also maintain a distance. At this time, when the frequency-converted current is turned on, two or four small motors (66) rotate clockwise at a predetermined speed, and the two driving gears (63) drive the driven gear (64), so that the entire center shaft Tubes (69), (4), (3) also follow the rotation. Since there are (49), (37), and (5) hexagonal bushings, the following is the rotating part including the friction cylinder (51), and the above is the non-rotating part (except for the upper central shaft tube (69)). ). When the pile driver starts drilling, there are two cases. First, there is no residue in the hole. After the drill bit (1) is lowered to the bottom of the hole, the weight on the electronic scale disappears immediately. At this time, the fin bit is still closed (in the case of slow speed, the centrifugal force is small), and drilling has not yet started, only after the pilot bit (1) is drilled 180mm (different calibers are different), when it contacts Drilling begins when it reaches the rock formation. Second, there are more debris in the hole. The pilot bit (1) has not yet reached the bottom of the hole. The bit is subjected to resistance, that is, the weight of the lower rotating part is pressed against the wreck, and the weight is slowly reduced on the electronic scale. Small, until zero. In both cases, the pilot bit (1), while being drilled, only bears the weight of the upper non-rotating portion, but this is sufficient, not enough for the weighting chamber to increase the thick steel plate. Also because of its small contact area with the formation (1), under the action of the upper part of the pressure, the rock formation is first engraved, forcing the entire central shaft tube to descend, so that the lower cross groove weldment (7) also carries the lever beam ( 9) One end is lowered, and the wing bit is pressed by the connecting rod, (8) to make it slowly open. The reaction force generated at the other end of the lever beam (9) pushes the suspension cylinder (22) through the boom (10), which reduces the weight to a certain extent, but this weight is always applied to the connecting rod (8). Finally: the weight of the non-rotating part is simultaneously applied to the wing drill bit and the pilot drill bit (1). The central shaft tube is continuously descending, and the connecting rod (8) : continuously pushes the fin bit to expand outward. At this time, the welded part (29) on the right side is wedge-shaped from the vertical and horizontal directions due to the large edge of the protruding fin, and the chamfered surface of the (29) is tangential to the rock, so it is placed on the (29). The alloy sheet (2) continuously cuts the rock under the action of huge pressure; the welded part (18) in the middle of the back of the flap is also provided with an alloy piece (2) on the outside, and also cuts the rock during the rotation, and passes through the fin The outer layer continuously pulls the cuttings away from the center. From the surface depth gauge, it can be seen that when the pile machine descends to the bottom of the hole, if there is a wreckage, if it is lowered by 180, the wing bit has been opened to the maximum, and it is slightly inclined outward. However, the right (29), middle (18), and left (30) welds on the outside are vertical, so the drilled holes are also vertical. If there is no residue at the bottom of the hole, the fin bit will be opened to the maximum when the depth gauge is lowered by 180 X 2 mm. The theory is like this, it is actually difficult to master in the work. In general, after seeing a 180mm drop on the depth gauge, you should drill a little more, and you should stop drilling until it can't fall any more. At this time, the hole bottom of the drilled hole is not flat. It cuts the rock roughly along the α-track in the lower part of Fig. 1 or Fig. 2, and can be described by a simple image. Some are like a volcanic cone, and slowly rise from the hole wall to the middle. There is a hole in the center.
当改变变频后的电流方向, 电动机会带动中心轴管反时针方向旋转, 翼片钻头相继也跟 着转动。 由于它左边的悍接件(30)没有凸出翼片外层边缘, 从水平和垂直方向看也呈楔状, 但它的斜切面向内倾斜。 所以当翼片在反转的时候, 由于介质的存在, 它便会产生一种向内 收缩的压力,但不一定能使它合拢。只有在一边反转翼片钻头,一边在电子秤上控制重量(上 部不转动部分, 或略大些)、 以及在深度计上控制在 180mm的范围内慢慢提升桩机。 此时, 在 一般情况下不影响下部转动部份, 只有中心轴管往上移动, 从^ 5也带动了杠杆横梁(9 ) 内端 及连杆(8 )上升。 于是它便对翼片钻头产生一个向内拉伸的作用力。 由于吊挂圆筒上部及下 十字槽焊接件(7 )下部都装有滚动装置, 尽量减小它们之间的摩擦力。 所以翼片钻头所受到 的压力不但没有减小, 反而增加了一些(杠杆作用)。 在此两力联合作用下,:翼片钻头始终没 有离开孔底, 而是呈弧线状 (见图 1、 或图 2下部 b轨迹) 一边收缩, 一边用它左 ίί内层所 镶的合金片 (2 )切削 "火山锥"凸出部分, 肖 ij下岩屑由翼片外层不断卷入中心。 如果是在较 松软砂土层钻进, 在此二力作用下一抓便会松散。 当钢绳升高至 180mm后, 四块翼片钻头完 全合拢于下中心管 (3 )预先加工好的四方柱。 此时凸出的 "火山锥"几乎被削平, 这就完成 了抓土过程。 如果再继续提升桩机, 它便会离开孔底, 直至从内套管中提出孔外, 最后把它 放到专门设计的卸料塔上, 漏斗护圈底部的八块活动板可随时顶到吊挂圆筒 (22 ) 外侧的垫 肩(28 ),再放松钢丝绳,在上部重量作用下翼片钻头自动张开,废碴卸于漏斗或载重汽车上。 然后提升钢绳重复上述过程。  When the direction of the current after the frequency conversion is changed, the motor will drive the central shaft tube to rotate counterclockwise, and the fin bit will follow in turn. Since the splicing member (30) on the left side does not protrude from the outer edge of the flap, it is also wedge-shaped when viewed from the horizontal and vertical directions, but its chamfered surface is inclined inward. So when the fin is reversing, it creates a pressure that shrinks inwardly due to the presence of the medium, but it does not necessarily make it close. Only when the fin drill is reversed, the weight is controlled on the scale (the upper part is not rotated, or slightly larger), and the pile driver is slowly raised within the range of 180 mm on the depth gauge. At this time, under normal circumstances, the lower rotating portion is not affected, and only the central shaft tube is moved upward, and the inner end of the lever beam (9) and the connecting rod (8) are also raised from ^5. It then produces an inwardly stretched force on the fin bit. Since the upper part of the hanging cylinder and the lower cross groove weldment (7) are equipped with rolling devices, the friction between them is minimized. Therefore, the pressure on the fin bit is not reduced, but it is increased (leverage). Under the combined action of the two forces, the fin bit never leaves the bottom of the hole, but is curved (see Figure 1, or the lower b track of Figure 2). One side is contracted, and the alloy is set on the left side. The piece (2) cuts the "volcanic cone" bulge, and the lithic ridges are entangled in the center by the outer layer of the flank. If you are drilling in a softer sand layer, the grip will be loose after the two forces are applied. When the rope is raised to 180 mm, the four fin bits are completely closed to the lower center tube (3) pre-machined square column. At this time, the protruding "volcanic cone" was almost flattened, which completed the soil grabbing process. If the pile driver is further lifted, it will leave the bottom of the hole until it is raised from the inner casing, and finally it is placed on the specially designed discharge tower. The eight movable plates at the bottom of the funnel retainer can be placed at any time. Hang the shoulder pad (28) on the outside of the cylinder (22), and then loosen the wire rope. Under the upper weight, the wing bit is automatically opened and the waste is unloaded on the funnel or truck. Then lift the steel rope to repeat the above process.
本桩机自行设计提升装置。 主要由提升塔、 平板车和轨道组成。 提升塔有些像现在建筑 用的塔吊, 但结构有很大区别。 因 ^ ^转动的角度要求较小, 一般 120', 所以在顶部加一垂 直转轴, 转轴上系三条绷绳,. 目的是增加提升能力, 试用期可用起重机升降。 平板车上除固 定有提升塔外, 还安装有冲击钻机升降设备(试验期间最好用别人的报废钻机来修复).、 电子 枰、 深度计、 变频调速器等等。 平板车架在轻型轨道上, 钻进时把它固定在铁轨上。 另外, 于孔口旁边安装有前人用的泵吸——喷射反循环设备、 高压水泵及动力设备等。 泵吸——喷 射皮循环设备, 顾名思义可打反循环, 但亦可打正循环钻进。 主要把射流泵和砂石泵组合起 来。 如钻进较深, 若提升岩屑能力不够, 还可于孔下再加一个砂石泵, 叫泵举加泵吸——喷 射反循环, 这时若要钻进 100m 以上的深度则绝对没问题。 高压水泵为地质队所用的 (BW600/20)三缸往复双作用卧式泥浆泵, 一档最大排量 36m7h; 二档最大排量 24. 6 mVh。 这是地质用最大排量的泥桨泵, 因本桩机钻进速度比较慢, 故对中、 小口径桩机而言是足够 了的。 它的主要作用有以下几个方面: 1/可与内套管内壁的四条小水管相连接,'必要时可用 高速冲洗液 (水或泥浆) 帮助切削岩层。 2/通常所用的正循环方法钻进, 冲洗液正好相反, 从泵吸 ^:喷射反循环设备的吸水 (碴) 管进入高压管, 流经孔底后, 再从钻孔环状空间返 回孔口, 然后进入沉淀池。 但是这里的工作台及套管高出地面 2-3m。 台下还有工人操作。 所 绝对不能让冲洗液从孔口流出。 此时最好把泥浆泵的吸水管放下孔内, 在保证吸程的情况 下, 尽量把它放 一些, 便于吸取较粗颗粒的岩屑, 再经其排水管放入沉淀池内。 3/如用反 循环方法钻进, 则必须从孔口灌注冲洗液。 这里可用另外一条短髙压管, 一端接到泥浆泵的 排水接头上, 另一端放下孔内, 再开动泥浆泵, 冲洗液就源源不断进入孔内。 此时, 如果同 时开动泵吸——喷射反循环 备, 则在上部巨大的吸力作用下, 带岩屑的冲洗液经导向钻头 就被吸入高压管内, 上升至反循环设备的吸碴管, 再经排碴管流入沉淀池。 4/在无套管 (孔 口管除外)情况下, 如用冲击 (主机或冲抽钻头) 方法钻进, 此时正循环的冲洗液可从孔口 流出, 然后流入沉淀池。 为不使高压管及电缆在冲击时缠绕钢丝绳, 所以, 事先就应该把它 们卸下, 高压管下 还应留在孔下, 但要和主机或冲抽钻头保持一定距离。 在此同时, 另取 一段短,高压管, 一端接到泥浆泵的排水接头上; 另一端也接到卷扬机的水管防转器的排水接 头上。 这样就可保证高速冲洗液随时到达孔内较低处, 加强了岩屑的上浮能力, 比从孔口附 近补充冲洗液强多了。 终孔后接上高压管或电缆, 同时还原卷扬机之水管防转器上的排水接 头的水管, 再用泥衆泵从孔口补充冲洗液, 之后就可用反循环方法进行洗孔。 这些都是前人 的产品, 不属本专利技术, 所以没有附图。 但在实施过程中是必不可少的, 这里顺便提及。 The pile driver designed its own lifting device. It consists mainly of lifting towers, flatbeds and tracks. The tower is somewhat like the tower crane used in construction today, but the structure is very different. Because the angle of ^ ^ rotation is relatively small, generally 120', so add a vertical shaft at the top and three ropes on the shaft. The purpose is to increase the lifting capacity. In addition to the lifting tower fixed on the flatbed, the impact rig lifting equipment is also installed (it is best to use someone's scrap rig to repair during the test), electronic cymbal, depth gauge, frequency converter and so on. The flat frame is on a light rail and is fixed to the rail when drilling. In addition, Next to the orifice, there are pumping for the former - jet reverse circulation equipment, high pressure water pump and power equipment. Pumping - Spraying the skin circulation equipment, as the name suggests, can be used for reverse circulation, but it can also be used for positive circulation drilling. The jet pump and the gravel pump are mainly combined. If the drilling is deeper, if the ability to lift the cuttings is not enough, a sand pump can be added under the hole, which is called pumping and pumping--injection reverse circulation. At this time, if you want to drill more than 100m, there is absolutely no problem. The high-pressure water pump is a three-cylinder reciprocating double-acting horizontal mud pump (BW600/20) used by the geological team. The maximum displacement of the first gear is 36m7h; the maximum displacement of the second gear is 24.6 mVh. This is the largest displacement mud pump for geological use. Because the drilling speed of this pile driver is relatively slow, it is sufficient for medium and small diameter pile drivers. Its main functions are as follows: 1/ It can be connected with four small water pipes on the inner wall of the inner casing. 'High-speed flushing liquid (water or mud) can be used to help cut the rock layer if necessary. 2/ Usually the positive circulation method used to drill, the flushing liquid is just the opposite, from the pump suction: the water suction (碴) tube of the reverse circulation equipment enters the high pressure tube, flows through the bottom of the hole, and then returns to the hole from the borehole space. Mouth, then enter the sedimentation tank. But the workbench and casing here are 2-3m above the ground. There are also workers operating under the stage. Never allow the flushing fluid to flow out of the orifice. At this time, it is better to put the suction pipe of the mud pump into the hole. When the suction stroke is ensured, put it as much as possible, so as to absorb the coarser particles and then put it into the sedimentation tank through the drain pipe. 3/ If drilling with a reverse circulation method, the rinse fluid must be filled from the orifice. Here, another short pressure pipe can be used, one end is connected to the drain joint of the mud pump, the other end is placed in the hole, and then the mud pump is started, and the flushing liquid continuously enters the hole. At this time, if the pumping-spraying reverse circulation is started at the same time, under the huge suction force of the upper part, the flushing liquid with cuttings is sucked into the high-pressure pipe through the guiding bit, and rises to the suction pipe of the reverse circulation device, and then Flow through the drainage tube into the sedimentation tank. 4/ In the case of no casing (except for the orifice tube), if drilling with an impact (main or die) method, the circulating fluid can flow out of the orifice and then into the sedimentation tank. In order not to wrap the high-pressure pipe and cable around the wire rope during impact, they should be removed beforehand, and the high-pressure pipe should be left under the hole, but keep a certain distance from the main machine or the drill bit. At the same time, take another short, high-pressure pipe, one end is connected to the drain joint of the mud pump; the other end is also connected to the drain joint of the water pipe anti-rotation device of the hoist. This ensures that the high-speed flushing fluid reaches the lower part of the hole at any time, which enhances the ability of the cuttings to float upwards, which is much stronger than replenishing the flushing liquid from the vicinity of the orifice. After the final hole, connect the high-pressure pipe or cable, and at the same time reduce the water pipe of the drain joint on the water pipe anti-rotation device of the winch, and then use the mud pump to replenish the flushing liquid from the orifice, and then the hole can be washed by the reverse circulation method. These are the products of the predecessors, not the patented technology, so there is no drawing. However, it is essential in the implementation process, which is mentioned here by the way.
在没有套管情况下本桩机可有如下用途。 如把桩机吊放在本专利专门设计的卸料塔上, 上部不转动部份下降到最低点, 四条收放连接柱 (44) 正好套在上十字槽焊接件 (50) 的槽 中。 此时两零件的孔正好对正, 然后穿一根长螺栓 (46)把它们固定, 使四块翼片钻头! ¾永 远处于张开的状态。 同时于中心轴管下部最好再换上一个直径较大的十字钻头。 另外暂时拆 除电缆(133)和通往地表的长高压管(150), 最后还需换上冲击提引器。 此时就可在较松软 稳固的地层进行冲击钻进, 直接用 ^浆来护孔。 虽然连秆及轴的刚度, 强度都较好, 但冲程 也不宜过大。最佳的钻进方法是, '把高压管(150)直接放下孔底,但离桩机还应有一段距离, 再用离压泵把泥浆尽量送下最低处, 即先用正循环冲击钻进。 终孔后接上髙压管 (150), 用 反循环方法洗孔。 此方法对环境污染较大, 条件不允许不宜使用。 The pile driver can be used as follows without a casing. If the pile driver is placed on the unloading tower specially designed in this patent, the upper non-rotating part is lowered to the lowest point, and the four retracting connecting columns (44) are just placed in the slots of the upper cross groove welding piece (50). At this point, the holes of the two parts are just aligned, and then a long bolt (46) is used to fix them, so that the four wing drill bits are always open. At the same time, it is better to replace the cross shaft drill with a larger diameter at the lower part of the central shaft tube. In addition, temporarily remove the cable (133) and the long high pressure pipe (150) leading to the surface, and finally replace the impact lifter. At this point, it is possible to perform impact drilling in a softer and more stable formation, and directly use the slurry to protect the hole. Although the stiffness and strength of the stalk and the shaft are good, the stroke It should not be too big. The best way to drill is to 'put the high-pressure pipe (150) directly down the bottom of the hole, but there should be a distance from the pile driver, and then use the pressure pump to send the mud as far as possible, that is, first use the positive circulation impact drill Progress. After the final hole, connect the pressure tube (150) and wash the hole by reverse circulation. This method is highly polluting to the environment and conditions are not allowed to be used.
2、 内、 外套管最佳实施方式(图 6—图 7 ): 1 )活动内套管: 它由 4一 6画(视孔径大小 而定)钢板卷制而成, 但在接缝处为一斜面,、不加焊接。 称为套管幵闭线 (171 )。 于套管内 壁开闭线 ( 171 )上部左侧焊接短接扣 ( 161 ),右侧焊接上长接扣 ( 163), 并且在幵闭线 ( 171 ) 左侧相当: 长接扣(163)位置开一个长方形孔, 供套管收缩时上长接扣 (163)沿此扎滑动。 同时也于开闭线(171 )下部左侧悍接短接扣(161 ), 右侧焊接下长接扣 (172), 并往左侧幵 一个长方形孔,此两接扣的位置和上部的正好相反。接扣中间均开有圆孔,穿过小水管(165 )、 ( 176) 后便成奢管。 但套管最下节 (173 ) 最下部的短接扣 (177 ) 与上部的短接扣 (161 ) 有些不同。 它的孔是分级的, 水管在此可拉动但不能转动。 与开闭接扣近似十字对称的上部 和下部焊接同样的短接扣 (161 ), 但套管最下节 (173 ) 最下部的短接扣 (179) 与上部的不 同, 它的圆孔为螺纹孔。 此三排接扣同样用小水管 (165)、 ( 178 ) 穿接, 但最下一根(178 ) 下部为螺纹连接。 小水管长度大致和套管长度相等, 只不过它多出了连接螺紋部分 (下部第 一根水管除外), 上、 下都为锥形螺纹, 每根水管上部必须沉入短接扣 (161 ) 少部分, 便于 套管间互相接合。 小水管上部可与高压水泵连接, 冲洗液直射孔底, 加快钻进速度及使部份 废碴集中中心管 (3)。 除此之外, 上、 下套管间的扭力一部份由这四根水管来平衡。  2, the best implementation of the inner and outer casing (Figure 6 - Figure 7): 1) the movable inner casing: it is made of 4-6 painting (depending on the aperture size) steel plate, but at the seam A bevel, without welding. It is called the casing closed line (171). The short joint buckle (161) is welded to the upper left side of the opening and closing line (171) of the casing inner wall, and the long joint buckle (163) is welded to the right side, and is equivalent to the left side of the closing line (171): long buckle (163) A rectangular hole is opened at the position for the upper long buckle (163) to slide along the tie when the sleeve is contracted. At the same time, the short buckle (161) is attached to the left side of the lower part of the opening and closing line (171), the long buckle (172) is welded to the right side, and a rectangular hole is formed to the left side, and the position of the two buckles and the upper part are exactly the opposite. There are round holes in the middle of the buckle, which will become a luxury tube after passing through the small water pipes (165) and (176). However, the lowermost shorting buckle (177) of the lowermost section of the casing (173) is somewhat different from the upper shorting buckle (161). Its holes are graded, and the water pipes can be pulled here but cannot be rotated. The same short buckle (161) is welded to the upper and lower portions which are approximately cross-symmetrical with the opening and closing buckle, but the lowermost short buckle (179) of the lowermost section (173) of the sleeve is different from the upper part, and its round hole is Threaded hole. The three rows of buckles are also threaded with small water pipes (165), (178), but the lower (178) lower part is threaded. The length of the small water pipe is roughly equal to the length of the casing, except that it has more connecting threaded parts (except for the first lower water pipe), and the upper and lower sides are tapered threads, and the upper part of each water pipe must be sunk into the short buckle (161). A small part facilitates the joints between the sleeves. The upper part of the small water pipe can be connected with the high-pressure water pump, and the flushing liquid directly penetrates the bottom of the hole to speed up the drilling speed and concentrate some of the waste pipe in the center pipe (3). In addition, the torsion between the upper and lower casings is partially balanced by the four water pipes.
另外, 于套管内壁特定对称,位置各连续焊接一条导向槽 (162), 最下端一条(174 )底 部封闭。 槽壁加衬垫, 磨损后易于更换。 4供桩机导向和平衡扭矩之用。 In addition, the inner wall of the sleeve is specifically symmetrical, and one guide groove (162) is continuously welded at each position, and the bottom portion (174) is closed at the bottom. The groove wall is padded and easy to replace after wear. 4 The pile driver guides and balances the torque.
为了预防闭合线 (171 ) 于套管中部裂开, 所以在它的两侧适当位置焊接两对收缩钉 ( 164), 每钉有一小孔, 每对捆绑铁丝后, 穿过附近的小孔引出套管外壁, 再把它扎紧, 然 后每对和每节套管之间再用铁丝连起来。它的作用, 一是扎紧每节套管, 二是帮助套管收缩, 下面再说明。 . ·  In order to prevent the closing line (171) from splitting in the middle of the sleeve, two pairs of shrinking nails (164) are welded at appropriate positions on both sides thereof, each of which has a small hole, and after each pair of bundled wires, it is taken out through a nearby small hole. The outer wall of the casing is tightened, and then each pair and each casing are connected by wires. Its role, one is to tighten each of the casing, the second is to help the casing shrink, as explained below. ·
套管外壁呈对称六角形焊接六条筋片(167 ), 每条筋片的上部和下部适当位置开有三种 横向槽。 一种供套管接合及吊挂自身重量用; 另一种供卡盘扭动及吊挂用; 侧边的横向槽仅 存在于筋片的上部, 供提架吊挂之用。 另外, 每条筋片的中部开有一个长圆形孔, 并穿过套 管, 供套管收缩后 ¾钩吊挂之用。  The outer wall of the sleeve is symmetrical hexagonally welded with six ribs (167), and three transverse grooves are formed at appropriate positions in the upper and lower portions of each rib. One is used for jointing and hanging the weight of the casing; the other is used for twisting and hanging of the chuck; the lateral grooves on the side are only present in the upper part of the rib, and are used for hanging the rack. In addition, each rib has an oblong hole in the middle of the rib and passes through the sleeve for 3⁄4 hook sling after the sleeve is retracted.
每节套管长度不宜过长, 以 800— 1200mm为宜。长了内套管不易弯曲 ^难于收缩。同时, 在下入套管时需先在地面加接三根后才能下入孔内, 这就增加了工作台高度。  The length of each bushing should not be too long, preferably 800-1200mm. The inner sleeve is not easy to bend when it is long. It is difficult to shrink. At the same time, when inserting the casing, it is necessary to add three to the ground before entering the hole, which increases the height of the table.
一般情况下, 于流沙层和含稀泥的地层以及在水上作业时与外套管配合使用, 它们互相 套在一起, 内套管下节筋片 (175) 下部有一凸块 (180), 使它 (181 ) 不能滑下。 所以在下 双层套管的短时间内, 内套管要承受外套管的全部重量 (当然要减去外套管与岩层间的摩擦 力)。终孔后, 只要把闭合线 _( 171 )附近的那根小水管(165)、 ( 176)拉出来, 则套管(160)、 ( 173)就会自动收縮(因内、 外套管间充满泥沙), 最大可使直径缩小 60圆以上。 如不达目 的则用提架轻轻拉动套管外壁的铁丝, 它就会从上而下收拢起来。此时继续加接压下外套管, 隔断流沙层。 在下入钢筋笼之前, 先起拨内套管, 然后一边灌注混凝土, 一边起拨外套管。 In general, in the sand layer and the mud-bearing stratum and in the operation of the water, the outer casing is used together with each other. Sleeve together, there is a bump (180) in the lower part of the inner sleeve rib (175) so that it (181) cannot slide down. Therefore, in the short time of the lower double casing, the inner casing is to bear the full weight of the outer casing (of course, the friction between the outer casing and the rock layer is subtracted). After the final hole, as long as the small water pipes (165) and (176) near the closing line _( 171 ) are pulled out, the casings (160) and (173) will automatically contract (because the inner and outer casings are filled) Sediment), the maximum diameter can be reduced by more than 60 rounds. If it is not suitable, use a lifting frame to gently pull the wire on the outer wall of the casing, and it will gather from top to bottom. At this point, continue to add pressure to the outer casing to cut off the sand layer. Before entering the steel cage, first pull the inner casing, then pour the concrete while pulling the outer casing.
对于在一些崩塌不太严重的地层钻进时, 只下内套管就足够了。但此时钻孔孔径比套管 直径大一些, 造成套管和孔壁无摩捧力, 钻进时枉动。 解决此问题方法如下,.先把下部三根 套管连接好后, 因每条筋片中间都有一个长圆孔, 就用此孔以螺栓固定一条长角钢, 使它的 直径略大于钻头直径。 钻进中就算有少量砾石或岩块掉下来问题也不大, 相反它起到固定套 管作用。 钻孔结束后, 下入钢筋笼, 一边灌注混凝土, 一边起拔套管。 为了加强每节套管的 抗扭及吊挂能力, 于筋片两侧的上部和下部适当位置各加焊一个小连接圈 (170), 便于在两 节套管之间用长螺杆加固。 ■ For drilling in formations that are less severely collapsed, only the inner casing is sufficient. However, at this time, the borehole diameter is larger than the diameter of the casing, causing the casing and the hole wall to have no friction, and it is turbulent when drilling. The solution to this problem is as follows. After connecting the lower three bushings first, because each rib has an oblong hole in the middle, use this hole to bolt a long angle steel so that its diameter is slightly larger than the drill diameter. Even if there is a small amount of gravel or rock falling in the drill, the problem is not big. On the contrary, it acts as a fixed sleeve. After the drilling is completed, the steel cage is placed, and the concrete is poured while pulling the casing. In order to strengthen the torsion and suspension capacity of each bushing, a small connecting ring (170) is welded to the upper and lower parts of the ribs at different positions to facilitate the long screw reinforcement between the two bushings. ■
2)密封较好的固定外套管 (图 6 图 7 ): 它由 5- 8讓厚 (取决于直径大小而定)钢板卷 制后再经悍接而成,每节套管上部和下部都有 50mm的长度作为重合部份, 必要时还可放胶垫 或充填剂,使它的密封性能更好。它的内径比活动内套管的筋片外径大 4一 6mm, 以 4mm为宜。 每节长度应和内套管一致, 但是最下一节则短了很多, 原因有二个, 一是要靠内套管的筋片 的凸块来支承 ·,二是要配合组合卡盘的滑块位置。外壁同样对称焊接有六条筋片( 169 )、( 182 ) 厚度及大小和内套管的一致, 半径略有差别, 但可忽略不计。 上部和下部适当位置所幵的横 向槽亦和内套管筋片的一致, 唯独中部没有开长圆孔。 一般情况下不单独使用, 多和内套管 配合起来下入孔内。 特别适用于复杂地层及水上作业。 对于一些要求高质量的桩孔也必需下 入双层套管。 2) A well-sealed fixed outer casing (Fig. 6 Fig. 7): It is made up of 5-8 thick (depending on the diameter) steel plate and then spliced, and the upper and lower parts of each casing are There is a length of 50mm as the overlap part, and if necessary, a pad or a filler can be placed to make it have better sealing performance. Its inner diameter is 4-6 mm larger than the outer diameter of the rib of the movable inner sleeve, preferably 4 mm. The length of each section should be the same as the inner sleeve, but the bottom section is much shorter. There are two reasons. One is to support the lugs of the inner sleeve, and the other is to match the combination chuck. Slider position. The outer wall is also symmetrically welded with six ribs (169), (182). The thickness and size are the same as the inner casing. The radius is slightly different, but it is negligible. The transverse grooves in the upper and lower appropriate positions are also identical to the inner casing ribs, except that the central portion does not have an open circular hole. Under normal circumstances, it is not used alone, and it is combined with the inner sleeve to be inserted into the hole. Particularly suitable for complex formations and water operations. It is also necessary to have a double jacket for some pile holes that require high quality.
为了使内外套管连成一整体, 不至于产生相对转动, 增加其抗扭力。 必须于外套管最下 节的内壁相当于凸块(180) 的位置, 用二块薄钢板 (166 )焊接一条槽, 使凸块(180 )正好 嵌在其中, 可使它们至少在一节范围内作上、 下活动没有问题。  In order to make the inner and outer sleeves integrated, it does not cause relative rotation, increasing its torsion resistance. The inner wall of the lowermost section of the outer casing must be equivalent to the position of the bump (180), and a groove is welded by two thin steel plates (166) so that the bumps (180) are just embedded therein, so that they can be at least in one section. There is no problem with the internal and secondary activities.
上述冲、 抓、 钻桩机配合内、 外套管可有如下多种钻进方法: 1 )双层套管钻抓法。适于 水上作业及在松散 土、 流砂层或含稀泥的地层中钻进。 如中途遇较硬的灰岩、 片岩、 页岩、 及粉砂岩等也能钻进, 但钻速很慢。 此法可不需清水或泥桨护孔, 只需用高压泵 (地质用) 把冲洗液 (水或泥浆) 通过内套管内壁的四条小水管直接喷射到孔底, 一来帮助切削破碎岩 层, 二来护孔壁, 三是把岩屑稀释成糊状。假如粘稠度不够还可从孔口投入泥球, 便于抓取。 若孔内水位较高, 则不必通过小水管喷射冲洗液, 可直接钻进抓取。 这是一种最环保的钻进 方法。 最适用缺水地区。 The above-mentioned punching, grasping and drilling piles can be combined with the inner and outer casings as follows: 1) Double casing drilling and grabbing method. Suitable for water operations and drilling in loose soils, drifting sand layers or mud-bearing formations. For example, hard rock, schist, shale, and siltstone can also be drilled in the middle, but the drilling speed is very slow. This method can eliminate the need of clear water or mud hole protection. It only needs to use high-pressure pump (geological) to spray the flushing liquid (water or mud) directly through the four small water pipes on the inner wall of the inner casing to the bottom of the hole to help cut the broken rock layer. Second, the wall of the hole is protected, and the third is to dilute the cuttings into a paste. If the viscosity is not enough, the mud ball can be put into the hole for easy grasping. If the water level in the hole is high, it is not necessary to spray the flushing liquid through the small water pipe, and the drilling can be directly drilled. This is the most environmentally friendly way to drill. Most suitable for water shortage areas.
2)单层内套管钻抓法。 与上不同的是, 地层略稳固, 只下单层内套管便可解决问题, 但 最下 2-3节的套管筋片的外侧必须用螺栓固定相当于外套管厚度 (宽度) 的角钢, 以增加它 和地层的摩擦力。 这种方法必要时可用水或泥浆护孔。 但不适用水上作业。  2) Single-layer inner casing drilling method. The difference is that the stratum is slightly stable, and only the inner casing can solve the problem. However, the outer side of the casing rib of the lower 2-3 section must be bolted to the angle of the outer casing thickness (width). To increase the friction between it and the formation. This method can be used to protect the holes with water or mud if necessary. However, it is not applicable to water sports.
3)单、 双层套管钻抓正、 反循环钻进方法。 本桩机配有正循环和反循环钻进设备。 为了 省去翼片钻头在抓取岩屑后的升、降及卸碴的时间。所以当从翼片钻头反时针方向转动开始, 在深度计上看到钢绳已上升了 180mm (不同口径此距离不同) 后, 证明抓取岩屑已完成。 此 时可再继续往上提升短距离, 目的是要使翼片钻头最下端超出残碴面。 然后又继续把桩机放; 下, 开始另一回次的钻进过程。 此时已抓到的岩屑不断散落。 解决的办法, 一是放慢桩机下 降速度, 二是加大正、 反循环泵量, 使岩屑迅速排往地表。 就这样桩机一方面不断连续往下 钻进, 另一方面不断用正循环或反循环方法把岩屑排往地表。 如果环保条件许可, 这几种钻 进方法是最便捷的。 钻进速度也比较快。  3) Single and double casing drilling method for catching positive and reverse circulation. The pile driver is equipped with positive and reverse circulation drilling equipment. In order to save the time for the fin bit to rise, fall and unload after the cuttings are grabbed. Therefore, when the counter-clockwise rotation of the fin bit is started, and the steel rope has risen by 180 mm on the depth gauge (different calibers have different distances), it is proved that the grab chip has been completed. At this point, it is possible to continue to raise the short distance upwards in order to make the lower end of the fin bit beyond the residual surface. Then continue to put the pile driver; under, start another drilling process. The cuttings that have been caught at this time are constantly scattered. The solution is to slow down the speed of the pile driver and increase the amount of positive and negative circulation pumps so that the cuttings are quickly discharged to the surface. In this way, the pile driver continuously drills down on the one hand, and on the other hand continuously discharges the cuttings to the surface by positive or reverse circulation. These types of drilling methods are the most convenient if environmental conditions permit. The drilling speed is also faster.
4)单、 双层套管中冲击正、 反循环钻进方法。 当桩机在提吊情况下, 下部转动部份降下 至最低点, 上十字槽焊接件 (50) 和收放顶柱 (44 ) 分开到最大距离。 此时如果在两零件之 间加一条收缩顶杆 (47), 上、 下用长螺杆 (46) 来固定, 于是翼片钻头永远处于收缩状态。 可磨碎或冲碎孔底大块岩屑, 特别是在用正、 反循环方法钻进时, 中途久不久也应该冲击一 次。 如在较松软地层钻进, 并在中心轴管下部换上一个直径稍大一点的十字钻头, 必要时可 在短距离内用短冲程冲一下。 但冲出来的孔径会小较多。 这里唯一的办法是从四条小水管高 速喷射冲洗液, 帮助切削岩层。 其次是利用地表的液压装置, 通过卡盘同时压下内、 外套管 或单层内套管, 借以帮助修孔。 然后用正循环或反循环方法把岩屑排往地表。 如用正循环方 法钻进, 必须用泥浆做冲洗液: 如用反循环方法钻进, 用清水或泥浆做冲洗液都可以。 下入 单层或双层套管视地层的稳固性而定, 单层不适宜水上作业。 ·  4) Impact positive and reverse circulation drilling methods in single and double casings. When the pile driver is lifted, the lower rotating part is lowered to the lowest point, and the upper cross groove weldment (50) and the retractable top column (44) are separated to the maximum distance. At this time, if a shrinking ejector (47) is added between the two parts, the upper and lower ends are fixed by the long screw (46), and the fin bit is always in a contracted state. Grinding or crushing large rock fragments at the bottom of the hole, especially when drilling with positive and negative circulation methods, should be impacted once in the long run. For example, drill in a softer formation and replace the lower part of the central shaft tube with a slightly larger cross drill bit. If necessary, punch it with a short stroke in a short distance. However, the aperture that is punched out will be much smaller. The only way to do this is to spray the rinsing fluid from four small pipes at a high speed to help cut the rock formation. The second is to use the hydraulic device on the surface to simultaneously press the inner and outer casings or the single-layer inner casing through the chuck to help repair the hole. The cuttings are then discharged to the surface using positive or negative circulation methods. If drilling with a positive circulation method, mud must be used as the flushing fluid: If drilling with reverse circulation method, use flushing water or mud as the flushing fluid. The single layer or double layer casing depends on the stability of the ground layer, and the single layer is not suitable for water work. ·
3、 卡盘最佳实施方式 (图 9-图 10 ) 及同时下入内、 外套管方法 (图 12 ): 1 )卡盘最佳 实施方式: 它分固定和活动两大部分。 固定部份主要由外层上、 下二块圆环状夹板(208)组 成, 其间外侧对称焊接六块扇形垫片 (206 ); 内侧边缘也对称焊接六条顶柱 (207)。 其中四 块扇形垫片 (206). 中间开一个圆孔, 并且穿过上、 下圆环状夹板 (208)、 四条导管 (209) 从其中通过。 活动部份亦由二块稍薄一点的圆环状夹板(204)、 焊接矩形管(205)及卡盘箱 组成。 内层圆环状夹板(204)外径比扇形垫片(206 ) 内径小 0. 5— 1画左右, 内径和夕层圆 环状夹板(208 ) 的大小一致。 这里要使它(204 )转动一定的角度, 所以对称开了六个缺口, 并于缺口中心位置二夹板 (204 ) 之间各焊接一段矩形管 (205)。 卡盘箱 (图 10 ) 主要由活 动块(201 )、 上盖 (202 )、 下盖 (203)、 两侧焊接钢板 (211 )、 旁侧压力圈 (212)及活动块 推杆 (213 )组成。 由六个卡盘箱焊接于内层圆环状夹板 (20;4 )无缺口中间的位置, 它和焊 接矩形管 (205 )连成一个整体。 活动块 (201 ) 在箱内可水平移动, 磨损后还可更换。 在它3, the best implementation of the chuck (Figure 9 - Figure 10) and the simultaneous entry of the inner and outer casing method (Figure 12): 1) The best implementation of the chuck: It is divided into two parts: fixed and active. The fixed part is mainly composed of upper and lower annular cleats (208), and six fan-shaped spacers (206) are symmetrically welded on the outer side; and six top posts (207) are symmetrically welded on the inner side edges. Four of the sector-shaped spacers (206) are opened in the middle, and pass through the upper and lower annular plates (208) and the four conduits (209). The movable part is also composed of two slightly thinner annular splints (204), welded rectangular tubes (205) and a chuck box. The outer diameter of the inner ring-shaped splint (204) is smaller than the inner diameter of the fan-shaped spacer (206) by 0.5 to 1 drawing, and the inner diameter and the annular layer of the annular cleat (208) are the same. Here we want to rotate it (204) by a certain angle, so we open six gaps symmetrically. A rectangular tube (205) is welded between the two splints (204) at the center of the notch. The chuck box (Fig. 10) mainly consists of a movable block (201), an upper cover (202), a lower cover (203), welded steel plates (211) on both sides, a side pressure ring (212) and a movable block push rod (213). composition. It is welded to the inner annular cleat (20 ; 4) by six chuck boxes at a position without gaps, and it is integrated with the welded rectangular tube (205). The movable block (201) can be moved horizontally inside the box and can be replaced after wear. In it
( 201 ) 的外侧并排有三个孔, 同时穿过下盖(203)。 如果把推杆(213 )插入此三孔任一个, 则活动块 (201 ) 处于收縮状态。 另外于卡盘箱下盖 (203 >按不同距离幵四个孔, 使活动块The outer side of (201) has three holes side by side while passing through the lower cover (203). If the push rod (213) is inserted into either of the three holes, the movable block (201) is in a contracted state. In addition, the lower cover of the chuck box (203 > four holes at different distances, so that the movable block
.(201 );推进去既可卡紧内、外套管筋片.的横向槽,也可卡紧筋片外侧任一点,然后把推杆 (213 ) 固定于下盖(203 ) 的孔中。 有时候把活动块 (201 ) 推进去可能暂时接触不到筋片, 但六块 同时推进同一位置后, 则活动块(201 )前端的凹槽就正好卡到筋片。卡盘箱外侧旁边焊接有 一个压力圈(212)。 用压力把套进此压力圈 (212 )后, 向左或向右推动, 可使整个内层圆环 状夹板 (204) 及卡盘箱转动 19'。 对于套管的接合完全可满足了, 半径越大移动距离越大。 · 一般情况下最好六根压力把同时推动, 但最少不能少于三根。 此虽麻烦些, 试验成功后采用 液压控制就好了。假如要想使卡盘箱固定不动, 则只要于焊接矩形管(205 )位置, 使内外层 ,圆环状夹板(204)、 (208) 的孔对正后, 加插销 (210 ) 便可达目的。 (201) ; advance to the transverse groove that can clamp the inner and outer casing ribs, or clamp any point on the outside of the rib, and then fix the push rod (213) in the hole of the lower cover (203). Sometimes the moving block (201) is pushed forward to temporarily not touch the ribs, but after the six pieces are pushed into the same position at the same time, the groove at the front end of the moving block (201) is just stuck to the rib. A pressure ring (212) is welded to the outside of the chuck box. After the pressure is applied into the pressure ring (212), it is pushed to the left or right to rotate the entire inner annular cleat (204) and the chuck box 19'. The engagement of the sleeve is fully satisfied, and the larger the radius, the greater the distance of movement. · In general, it is best to push six pressures at the same time, but at least three. This is a bit more troublesome. It is better to use hydraulic control after the test is successful. If you want to fix the chuck box, just place the pin (210) on the inner and outer layers, the holes of the annular plates (204) and (208) after welding the rectangular tube (205). To achieve the goal.
这里设计的卡盘不刚是为了解决套管的接合及吊挂自身重量问题, 另外还使它能同时起 拨及压入 层套管。 这样, 单个卡盘不够用, 甚至还要两个组合在一起, 而且要在套管支 上分三处安装(图 12)。下部一处由二个单卡盘悍接在一起, 要使上、下卡盘的活动块(201 ) 正好卡到内、外套管筋片的横向槽。它固定在套筒式油缸(226 )的轴上。除可接合或分离内、 外套管外, 还可同时压下或起拨内、 外套管。 中间一处亦由二个单卡盘焊接在一起, 但它吊 挂在套筒式油缸 (208) 轴下 (可比下部油缸小一些), 主要用它来接合或分离内、 外套管, 但它对套管的压下或起拨亦有辅助作用。 此二处卡盘都在四条导管 (209 ) 上作上、 下移动, 它们的移动距离应 节套管的长度。 上部一处为单个卡盘(229 ), 由大螺母(230) 固定于 支架面上。 在下入双层套管的短时间内, 下部所有卡盘 (225) 都要松脱, 而此时它 (229 ) 起吊挂内、 外套管全部重量的作用。  The chuck designed here is not just to solve the problem of the joint of the sleeve and the weight of the sleeve, but also enables it to simultaneously pull and press the sleeve. In this way, a single chuck is not enough, even two are combined, and it is installed in three places on the casing (Figure 12). The lower part is connected by two single chucks, so that the movable blocks (201) of the upper and lower chucks are just stuck to the transverse grooves of the inner and outer casing ribs. It is attached to the shaft of the telescopic cylinder (226). In addition to joining or separating the inner and outer sleeves, the inner and outer sleeves can be simultaneously depressed or lifted. The middle part is also welded together by two single chucks, but it is hung under the shaft of the sleeve cylinder (208) (which can be smaller than the lower cylinder). It is mainly used to join or separate the inner and outer casings, but it It also has an auxiliary effect on the pressing or lifting of the casing. Both chucks move up and down on the four conduits (209), and their distance of movement is the length of the sleeve. The upper part is a single chuck (229), which is fixed to the bracket surface by a large nut (230). All of the lower chucks (225) are loosened during the short period of time when the double casing is lowered, and at this time (229) acts to hang the entire weight of the inner and outer casings.
2 ) 同时下入内、 外套管的方法(图 12): 用套管提架(图 8)先吊下内'套管下节(173), 一般情况下 ;和支架下地脚槽钢 (221 )还应有一段距离, 此时用组合卡盘 (225) 之上卡卡紧 筋片横向槽; 接着再放下内套管第二节 (160), 使它们的筋片正好错开一个位置, 再把中部 组合卡盘!^至最低位置, 用六块下卡盘之活动块(201 ) '卡紧它 Π60) 的筋片任一点都可以, 然后往同 方向转动, 使它们的筋片互相对正。 在套管接口附近的上、 下筋片的两侧都焊接 有连接圈 (170) 见图 6, 它 (17.0) 的外径和筋片厚度一致。 在两连接圈 (170) 之间用 一条长螺杆穿起来,这样就增加了套管间的抗扭及吊挂能力。最后再放下第三节内套管(224 ), 此时它 (224) 的顶部基本和支架平台面一致, 就用 (图 12 ) 中部组合卡盘的位置, 用下卡 卡紧内套管上节 (160)筋片; 用上卡卡紧内套管第三节 (224)筋片, 使它们接合后, 再穿 上长螺杆。 下一步同样用套管提架吊起外套管第一节 (181 ), 使它内壁的凸块导向槽沿着内 套管的筋片暂时滑到下部组合卡盘(225)上, 此时用上部卡盘(229 )之活动块(201 )卡紧 上部内套管(224),同时松脱下部组合卡盘(225)之上、下卡,随后继续降下外套管下节(181 ), 直至降到内套管筋片凸块 (180 ) 为止。 此时用下部组合卡盘 .(225)之上、 下卡卡紧内、 外. 套管的横向槽, 再用插销(210 ) 固定上、 下卡盘。 跟着就可下入桩机开始钻进, 当钻进至相 当一节套管长度的深度后, 松脱上部卡盘 (229), 并用套管提架吊下固定外套管上节(168), 当吊至下部组合卡盘 (225) 时, 又用上卡盘 (229) 卡紧内套管第三节 (224), 此时最好只 松脱下部组合卡盘 (225 )之上卡, 使固定外套管上节 (168 ) 继续下到底, 接着用上卡使它 们互相接合, 再用长螺杆穿接筋片两侧的连接圈 (170)。 然后收縮中部及松脱下部组合卡盘 (225),并使下部组合卡盘(225)升高至一节套管长度的位置,它的上、下卡盘活动块(201 ) 正好卡紧内、 外套管筋片的横槽,.同时松脱上部卡盘 (229), 之后使下部套筒式油缸 (226) 之轴收縮, 直压下至一节套管长 ¾的深度即停止。 以后继续钻进, 重复上述过程。 下入问题 解决后, 提升当然更没有问题。 2) The method of simultaneously inserting the inner and outer casings (Fig. 12): Firstly hoist the inner casing 's lower section (173) with the casing (Fig. 8), in general ; and the lower foot channel steel (221) There should also be a distance. At this point, use the combination chuck (225) to clamp the ribs transverse grooves; then lower the second sleeve (160) of the inner sleeve so that their ribs are exactly one position, and then Central combination chuck! ^ To the lowest position, use the movable block (201) of the six lower chucks to 'clamp the Π60' to any point of the ribs, and then turn in the same direction so that their ribs are aligned with each other. A connecting ring (170) is welded to both sides of the upper and lower ribs near the casing joint. See Figure 6. The outer diameter of the (17.0) is the same as the thickness of the rib. Used between two connecting rings (170) A long screw is worn, which increases the torsion and suspension between the casings. Finally, the third section inner sleeve (224) is lowered. At this time, the top of the (224) is basically the same as the bracket platform surface, and the position of the middle combination chuck is used (Fig. 12). Section (160) ribs; use the upper card to tighten the third section (224) of the inner sleeve to join them, then put on the long screw. Next, the first section (181) of the outer sleeve is also lifted by the casing, so that the lug guiding groove of the inner wall is temporarily slid along the rib of the inner sleeve to the lower combined chuck (225). The movable block (201) of the upper chuck (229) clamps the upper inner sleeve (224), simultaneously releases the lower combined chuck (225), lowers the card, and then continues to lower the outer sleeve lower section (181) until Lower the inner casing rib bump (180). At this time, use the lower combination chuck. (225), the lower card is tight inside and outside. The transverse groove of the sleeve, and then the upper and lower chucks are fixed by the bolt (210). Then you can start drilling under the pile driver. When drilling to a depth of a considerable length of casing, loosen the upper chuck (229) and use the casing to lift the upper casing (168). When lifting to the lower combination chuck (225), use the upper chuck (229) to clamp the third section (224) of the inner casing. At this time, it is better to loosen the card above the lower combination chuck (225). The upper sleeve (168) of the fixed outer sleeve is continued to the bottom, and then the upper card is used to engage them, and the long screw is used to penetrate the connecting ring (170) on both sides of the rib. The central portion is then retracted and the lower combination chuck (225) is released, and the lower combination chuck (225) is raised to a length of the sleeve, and its upper and lower chuck movable blocks (201) are properly clamped. The transverse groove of the outer casing ribs, at the same time loosen the upper chuck (229), and then the shaft of the lower sleeve cylinder (226) is contracted, and the pressure is stopped until the length of the sleeve is 3⁄4. Continue drilling in the future and repeat the above process. After the problem is solved, the promotion is of course no problem.
4、 套管提架最佳实施方式 (图 8 ): 在提架中轴 (190)下部焊接二块中厚钢板切割成的 上圆盘 (192) 和下圆盘 (193 ), 于上圆盘(192 )面上呈对称悍接六条提架梁 (191 ), 每条 外端开二个孔, 供吊挂上挂钩 (194)用, 上挂钩 (19 下部穿一个挂钩圆环 (195), 然后 于圆环内再穿过一条环链(254), 见图 13, 本图因编幅有限不画, 环链长度应 每节套管长 度的 2. 5倍。 环链下部再穿过一个挂钩圆环 (195), 并于此环内套上下挂钉 (196)。 下挂钉 4. The best implementation of the casing (Fig. 8): The upper disc (192) and the lower disc (193) cut by the two medium-thick steel plates are welded to the lower part of the shaft (190) in the middle of the rack. Symmetrical splicing of six lifting beams (191) on the disk (192), two holes for each outer end for hanging hooks (194), upper hooks (19 lower wearing a hook ring (195) 5倍。 Then the lower part of the chain is passed through the ring. The length of the chain should be 2.5 times the length of each sleeve. A hook ring (195), and the top and bottom of the ring (196).
( 196)制造简单, 取一块中厚钢板, 上部穿孔, 下部切去一部份, 最下端留下二个钉, 正好 能套进套管筋片侧边的横向槽。 同时还于下挂钉 (1.96 )套上一个由矩形管切出来的矩形套(196) Simple to manufacture, take a medium-thick steel plate, the upper perforation, the lower part cut off, and the bottom left two nails, just enough to fit into the lateral groove on the side of the casing rib. At the same time, a rectangular sleeve cut out of a rectangular tube is placed on the lower hanging nail (1.96).
( 197) , 它可上、 下移动, 但不能退出。 当要吊挂套管时, 即把矩形套(197 )往上移, 下挂 钉(196 )则露出二个钉, 然后把它推向套管筋片侧边横 槽,'并放下矩形套(197), 六条筋 片都套好后, 即可把套管拉起来。 釆用一条环链可拉 5— 6吨的重量, 六条可拉 30— 36吨。」 若内套管重量以 0. 15 t/ra计, 则可吊挂 200m以上的内套管的重量。 (197), it can move up and down, but can't quit. When the casing is to be hung, the rectangular sleeve (197) is moved upward, and the lower hanger (196) exposes the two nails, and then pushes it toward the lateral groove of the casing rib, 'and puts down the rectangular sleeve (197) After the six ribs are set, the casing can be pulled up.釆 Use a chain to pull 5-6 tons of weight, and six can pull 30-36 tons. If the inner casing weight is 0.15 t/ra, the weight of the inner casing of 200 m or more can be hung.
5、 孔口护圈及内套管拉钩最佳实施方式(图 12-图 13 ): 1 )孔口护圈最佳实施方式: 主 要由护圈底部园环 (234)和顶部圆; ( 239) 组成, 二者均为中厚钢板切割出来, 但上者应 略厚些。 在二圆环(234)、 ( 239 )之间对称焊接 12条由中厚钢板切割出来的顶柱(235), 为 了使顶柱(235)更加稳固, 于其中下部外径连续焊接二个圆钢做成的加固钢圈 (236)。 顶部 圆环(230) 内侧焊接一个亦由园钢做成的环梁 (241)。 为了方便吊挂环链(254), 于顶部圆 环 (239) 内侧之对称位置开六个小缺口, 而且它必须在两顶柱 (235) 中间位置, 平分角为 60·。 在缺口的环梁 (241) 上穿一个挂钩圆环 (195), 这样就构成了孔口护圈。 5. The best implementation of the orifice retainer and the inner casing hook (Fig. 12-Fig. 13): 1) The best implementation of the orifice retainer: mainly by the bottom ring of the retainer (234) and the top circle; (239 ) Composition, both are cut out in medium-thick steel plates, but the upper one should be slightly thicker. 12 pillars (235) cut by medium-thick steel plates are symmetrically welded between the two rings (234) and (239). In order to make the top column (235) more stable, two reinforcing steel rings (236) made of round steel are continuously welded to the lower outer diameter. A ring beam (241), also made of round steel, is welded to the inside of the top ring (230). In order to facilitate the hanging of the chain (254), six small notches are opened at the symmetrical position inside the top ring (239), and it must be in the middle of the two top columns (235) with a bisector angle of 60·. A hook ring (195) is placed over the notched ring beam (241) to form the orifice retainer.
2) 内套管拉钩最佳实施方式 (图 13); 在拉钩中厚钢板 (238) 上, 固定一根带双头外 螺纹的钢管(248), 其中穿过一根轴(247), 它 (247)在钢管(248) 内可随意转动及伸缩, 前端用键固定有挡板(249), 后端加一径向小轴承 (251), 并用螺母 (252)压紧。 在带双头 外螺紋钢管(248)上套上双头内螺紋管(250), 由它.(250)通过轴承(251)和螺母(252) 把拉钩中轴 (247) 连成一整体, 再于螺母 (252) 上焊接一个蹄环 (253)。 另外, 把拉钩中 厚钢板(238)上部削薄一些, 并钻一个孔, 孔中穿一个挂钩圆环(195), 然后在上、 下商挂 钩圆环 (195) 之间穿一段环链 (254), 它的长度要使套管拉钩的中轴 (247) 大概对正筋片 的长圆孔的中心位置。 这就是所谓的内套管拉钩。 具体操作过程, 先用套管提架把收缩后的 内套管拉上一节的长度 (图 12), 拉钩中轴 (247) 大概对正筋片长圆孔的中心位置, 此时用 一只手抓住蹄环(253), 另一只手快速旋转双头内螺紋管(250), 此时蹄环(253)没有跟着 转, 但中轴 (247) 快速向前伸出, 双头螺纹扭尽后, 中轴 (247)伸出到了最大限度。 这时 用蹄环 (253) 调整挡板 (249) 的长度方向大致和筋片长圆孔方向一致, 然后把它推进去, 并用蹄环(253) 使挡板 (249) 转动 90° , 再用另一只手迅速反转双头内螺纹管 (250), 直 至拉钩压实内套管为止, 六个拉钩操作完后, 剪断或拆去原来扎在内套管收缩钉(164)上的 铁丝, 并卸去二节套管间筋片傍侧的长螺栓。 这时上、 下套管一般情况下还呈接合状态, 为 使它们松脱也不难, 只要用手大力往内推动上节各条筋片, 套管收缩后它就会自动松脱。 这 时就可把套管拉上去, 放到专门停放的场地。 以后再重复上述过程, 直至起拔完为止。  2) The best embodiment of the inner casing hook (Fig. 13); on the thick steel plate (238) of the hook, a steel pipe (248) with double external thread is fixed, which passes through a shaft (247), which (247) It can be freely rotated and telescoped in the steel pipe (248). The front end is fixed with a baffle plate (249), and a small radial bearing (251) is added at the rear end, and is pressed by a nut (252). A double-ended internal threaded pipe (250) is placed on the double-ended outer-threaded steel pipe (248), and the central axis (247) of the hook is integrally connected by the bearing (251) and the nut (252). Weld a hoof ring (253) on the nut (252). In addition, the upper part of the thick steel plate (238) of the hook is thinned, and a hole is drilled, a hook ring (195) is inserted in the hole, and then a loop is worn between the upper and lower hook rings (195) ( 254), its length is such that the central axis of the casing hook (247) is approximately the center of the oblong hole of the positive rib. This is the so-called inner casing hook. For the specific operation process, first use the casing to pull the contracted inner casing to the length of one section (Fig. 12). The central axis of the hook (247) is about the center of the long circular hole of the positive rib. Hand grasp the hoof ring (253), and the other hand quickly rotates the double-end threaded tube (250). At this time, the hoof ring (253) does not follow, but the center shaft (247) quickly protrudes forward, double-ended thread After twisting, the center shaft (247) extends to the maximum. At this time, use the hoof ring (253) to adjust the length of the baffle (249) to be approximately the same as the direction of the long hole of the rib, then push it forward, and use the hoof ring (253) to turn the baffle (249) 90°. The other hand quickly reverses the double-ended internal threaded tube (250) until the hook is compacted to the inner sleeve. After the six hooks are finished, the wire that was originally tied to the inner sleeve shrinkage pin (164) is cut or removed. , and remove the long bolts on the side of the ribs between the two sections of the casing. At this time, the upper and lower casings are generally in an engaged state, and it is not difficult to loosen them. As long as the ribs of the upper section are pushed inwardly by hand, the sleeve will automatically loosen after the sleeve is contracted. At this point, the casing can be pulled up and placed in a specially parked space. Repeat the above process until the end of the drawing.
6、 水管及电缆导架最佳实施方式 (图 14): 它由支架和三角形导轮两部份组成。 支架是 在底板 (273)上焊接二条短前脚 (271)和二条长后脚 (270), 前脚 (271) 比后脚 (270) 略宽一些, 目的是于其上部二边各开一个螺纹孔, 供安装轴承压盖(267)用。支架两侧上部 和中部焊接扁钢或钢板'(274)来加固; 前后则焊接钢管 (272)来加固。 后脚(270)顶部用 螺母 (276) 固定一条拉杆 (275), 拉杆 (275) 中部穿一段滚筒 (279), 它可自由转动, 两 端各穿一段胶管 (280)。  6. The best implementation of the water pipe and cable guide (Fig. 14): It consists of two parts: the bracket and the triangular guide wheel. The bracket is welded on the bottom plate (273) with two short forefoot (271) and two long rear legs (270). The front leg (271) is slightly wider than the rear leg (270), and the purpose is to open a threaded hole on each of the upper two sides thereof for Install the bearing gland (267). The upper and middle sides of the bracket are welded with flat steel or steel plate '(274) for reinforcement; and the front and rear welded steel tubes (272) for reinforcement. The top of the rear foot (270) is fixed with a nut (276) to a tie rod (275), and the pull rod (275) is inserted through a roller (279) in the middle, which is free to rotate, and a hose (280) is worn at each end.
三角形导轮的组成,是在二块中心圆钢板(261)之间的边缘对称焊接三根小钢管(263), 使它(261 )们组成一整体,然后于两边中心圆钢板(261 )的边缘对¾ ^焊接三块导轮转臂(262)。 伺吋还于三对转臂中部各加焊一根小钢管 (263), 在二对转臂外侧各安装一条横向导轮轴 (264), 轴 (264) 上穿有三个圆形挡板 (265), 中间以不同长度顶圈 (269) 分开, 同时它 又是水管及电缆滑道。 导轮轴' (264) 二端各安装一个径向小轴承 (266), 轴承 (266) 和挡 板(265)之间有顶圈 (268)。 这样于转臂外端各开一个螺紋孔, 然后用带外螺纹的轴承压'盖The composition of the triangular guide wheel is to weld three small steel tubes (263) symmetrically at the edge between the two central circular steel plates (261), so that it (261) is composed as a whole, and then on the edges of the center circular steel plates (261) on both sides. Weld three guide wheel arms (262) for 3⁄4^. The servo is also welded with a small steel tube (263) in the middle of the three pairs of arms, and a lateral guide shaft is mounted on the outside of the two pairs of arms. (264), the shaft (264) is fitted with three circular baffles (265), separated by a different length of the top ring (269), and it is also a water pipe and cable chute. The guide shaft ' (264) is fitted with a small radial bearing (266) at each end and a top ring (268) between the bearing (266) and the baffle (265). Thus, a threaded hole is opened at the outer end of the arm, and then the bearing is pressed with an externally threaded bearing.
(267) 把导轮轴 (264) 固定在转臂上。 另外, 还于另一对转臂外端各开一个孔, 同时穿过 一条较长一点的横轴 (264), 它 (264) 同时穿过支架前脚 (271〉。 轴 (264) 二端也安装有 小的径向轴承 (266), 轴承 (266) 和转臂 (262) 之间除有顶圈 (268) 外, 于转臂 (262) 外侧和前脚(271) 内侧之间还有一个大型垫圈 (278), 供三角形导轮导向用。 最后, 同样用 带外螺纹的轴承压盖(267)把整个三角形导轮固定于支架上。为了控制三角形导轮转动的角 度, 于靠近后脚 (270) 的一对转臂的下侧选择适当位置各钻一个孔, 并系一根钢绳 (277), 钢绳.(277)另一端则系于套管支架顶部, 主要控制转臂转动最大角度 155° ,此时带小孔的 一对转臂的横轴和支架横轴在同一水平线上, 也就是转臂伸出最大距离。 (267) Secure the guide shaft (264) to the arm. In addition, a hole is opened at the outer end of the other pair of arms, while passing through a longer horizontal axis (264), which (264) simultaneously passes through the front foot of the bracket (271>. The shaft (264) also ends A small radial bearing (266) is installed. There is a top ring (268) between the bearing (266) and the arm (262). There is also a space between the outside of the arm (262) and the inside of the forefoot (271). Large washer (278) for guiding the triangular guide wheel. Finally, the entire triangular guide wheel is also fixed to the bracket with the externally threaded bearing gland (267). To control the angle of rotation of the triangular guide wheel, close to the rear foot ( 270) The lower side of the pair of arms is selected to drill a hole in the appropriate position, and a steel rope (277) is attached, and the other end of the steel rope (277) is attached to the top of the casing bracket to control the maximum rotation of the arm. The angle is 155°, at which time the horizontal axis of the pair of arms with the small holes and the horizontal axis of the bracket are on the same horizontal line, that is, the maximum distance the arm extends.
它用螺栓固定在套管支架顶面孔口护圈旁边。 当把桩机下入孔内的时候, 同时放松水管 卷扬机及电缆绞车煞制, 于是水管及电缆也跟着桩机下去, 它们就拉动了三角形导轮, 马上 就翻转 155° , 此时正好有二条钢丝绳拉着, 使它再不能转动。 于是水管及电缆降低位壹至 滚筒 (279)上, 改在有孔的转臂的导轮上滚动。 而在滚筒 (279) 上则以滑动为主, 这样增 加了它们之间的摩擦力, 只能随着桩机缓慢下降。 当桩机提升卸碴的时候, 则要开动水管卷 扬机及电缆紋车, 使它们慢慢卷起来, 如和钢绳不同步下面再讨论。 当桩机上升至顶部时, 它顶到了导轮, 于是整个三角形导轮就会翻转过来, 带小孔 一对转臂就倒在拉杆(275) m 胶管(280)上。 另一对转臂的导轮起支承水管及电缆的作用, 使它们顺利跟随桩机转移到卸 料塔去卸碴。 之后又把桩机下入孔内, 重复上述过程。  It is bolted to the side of the casing bracket top face retainer. When the pile driver is lowered into the hole, the hose winch and the cable winch are relaxed at the same time, so the water pipe and the cable are also followed by the pile driver. They pull the triangular guide wheel and immediately flip 155°. At this time, there are exactly two The wire rope is pulled so that it can no longer be rotated. The water pipe and cable are then lowered onto the drum (279) and rolled on the guide wheel of the perforated arm. On the drum (279), the sliding is dominant, which increases the friction between them and can only slowly descend with the pile driver. When the pile driver is lifting and unloading, the hose winch and the cable pattern are driven to make them roll up slowly, as discussed below. When the pile driver rises to the top, it reaches the guide wheel, so the entire triangular guide wheel turns over, and the pair of arms with the small holes are poured onto the tie rod (275) m hose (280). The other pair of arm guide wheels act as supporting water pipes and cables, allowing them to smoothly follow the pile driver to the unloading tower for unloading. Then the pile driver is lowered into the hole and the above process is repeated.
7、 水管防转器最佳实施方式(图 5上部): 于桩机上部、 提梁(135)侧边固定一根预先 用钢板(117)封闭好的钢管 (116), 并于上部削去直径约一半左右, 但顶部还保留一段完整 部分, 并在其中焊接一个圆塞(118), 再在圆塞(118)上用螺纹固定一根防转器主管(119), 主管 (119)上加二个密封轴承 (122), 中间加顶筒(148), 上部加圆螺母(124)压紧, 并 在它 (124)顶面加垫圈 (125)。 轴承 (122) 外边套上一个轴承杯 (123), 为了保险起见, 预防轴承在井下强大压力之下会破坏它的密封性能, 所以加了二个密封圈 (120), 并用压盖 (121)把它(120).压紧。防转器主管(119)上部也加二个小一点的密封圈(126), 它(126) 不准密封主管(119), 同时也密封轴承杯(123)。 然后再在轴承杯(123)上部用螺紋固定排' 水接头(149), 并用它(149)来压紧密封圈(126), 上部加接连通地表的长高压水管(150)。' 排水接头 (149)下部和水管防转器主管 (119) 顶部没有直接接触。 它们至少相距在 2mm以 上, 这就保证了它们互不干扰。 主管 (119) 下部和桩机中心管排水接头 (114) 之间用短高 压管(115)连接, 这就组成了完整的循环机构。 不管是单一的上部通往地表的高压水管转动 还是下部的桩机转动都通过轴承及密封圈的磨擦来解决。 7. The best implementation of the water pipe anti-rotation device (upper part of Fig. 5): Fix a steel pipe (116) sealed with steel plate (117) in front of the pile driver and the side of the lifting beam (135), and cut the diameter in the upper part. About half or so, but the top part still retains a complete part, and a round plug ( 118) is welded in it, and then an anti-rotator main pipe (119) is fixed on the round plug (118), and the main pipe (119) is added. Two sealed bearings (122), a top-loading cylinder (148), an upper round nut (124), and a washer (125) on the top surface of the (124). A bearing cup (123) is placed on the outer side of the bearing (122). To protect the bearing from damage under the strong pressure under the well, it is necessary to add two sealing rings (120) and a gland (121). Press it (120). The upper part of the anti-rotator main pipe (119) is also provided with two smaller sealing rings (126), which (126) are not allowed to seal the main pipe (119) and also seal the bearing cup (123). Then, the upper part of the bearing cup (123) is screwed to the 'water joint' (149), and the (149) is used to press the seal ring (126), and the upper part is connected to the long high pressure water pipe (150) connected to the surface. There is no direct contact between the lower part of the drain connection (149) and the top of the water pipe anti-rotation device (119). They are at least 2mm apart Above, this ensures that they do not interfere with each other. The lower (19) lower and the pile center pipe drain joint (114) are connected by a short high pressure pipe (115), which constitutes a complete circulation mechanism. Whether it is a single high-pressure water pipe that leads to the surface or the rotation of the lower pile machine is solved by the friction of the bearing and the seal.
8、 钻扩钻头最佳实施方式(图 15): 取一根厚度较大的无缝管作为中心管 (291), 并在 其外壁套上一根内外六角形钢管(292), 其内径大概和中心管(291)外径差不多, 其两端空 间充填焊料。 中心管 (291) 下部加接导向钻头 (1)。 在内外六角形钢管 (292) 下端套上一 个下滑动套 (293), 它由直径稍大一点的内外六角形钢管截出来, 它们之间可自由活动。 在 下滑动套 |;293) 的六个平面中, 其中三个焊接钻进翼片固定座' (294), 三个焊接扩底翼片铰 座(295),它们均由厚钢板切槽后做成。然后在它们之上分别用螺栓固定三片钻进翼片(296) 和铰接三片扩底翼片 (297), 无论是钻进翼片 (296) 和扩底翼片 (297), 它们均开有水槽, 同时镶有 8角柱合金(298)。 下滑动套(293)之上有一个内外六角形移动座(299), 可用螺 栓固定在内外六角形钢管 (292)上不同位置, 这样就可使扩底翼片(297)张开不同的角度。 在内外六角形钢管 (292) 上部焊接一段与下滑动套 (293) 相同的内外六角形钢管, 称固定 套。其外侧对称焊接三块上固定连接铰座(301), 它们应该和下部的扩底翼片铰座 (295)相 对应。 中心管 (291) 上'部直径加工小一些, 然后焊接垫肩 (302) 和法兰盘 (303)。 最后用 连杆 (300)把翼片 (297)和上固定套连接铰座铰接起来便成为一个钻扩钻头。  8. The best implementation method for drilling and expanding the drill bit (Fig. 15): Take a thick tube with a large thickness as the center tube (291), and put an inner and outer hexagonal steel tube (292) on the outer wall. It is similar to the outer diameter of the center tube (291), and the space at both ends is filled with solder. A pilot bit (1) is attached to the lower part of the center tube (291). At the lower end of the inner and outer hexagonal steel pipe (292), a lower sliding sleeve (293) is provided, which is cut out by a slightly larger inner and outer hexagonal steel pipe, and is freely movable between them. Of the six planes of the lower sliding sleeve|;293), three of which are welded into the fin holder '294 (294) and three welded bottom flaps (295), which are both made of thick steel plate and grooved to make. Then three bolted fins (296) and three hinged flaps (297) are bolted to them, respectively, both the drilled fins (296) and the expanded fins (297). It has a sink and is fitted with an 8-point column alloy (298). The lower sliding sleeve (293) has an inner and outer hexagonal moving seat (299) which can be bolted to different positions on the inner and outer hexagonal steel tubes (292), so that the expanding flaps (297) can be opened at different angles. . The inner and outer hexagonal steel pipes of the inner and outer hexagonal steel pipes (292) are welded to the inner and outer hexagonal steel pipes, which are called the fixed sleeves. The outer symmetrical welds three upper fixed joints (301), which should correspond to the lower bottom flap hinges (295). The center tube (291) has a smaller diameter at the 'section, then welds the shoulder pad (302) and the flange (303). Finally, the connecting rod (297) and the upper fixing sleeve connecting hinge are hinged by the connecting rod (300) to form a drill bit.
具体动作过程如下, 先在桩机上接上变换接头 (304), 再把桩机翼片钻头固定为收缩状 态。 然后把钻扩钻头吊入孔口护圈内, 并用二条方管支承它的垫肩 (302)。 此时就可把变换 接头的法兰盘和钻扩钻头的法兰盘用螺栓连接起来。接着根据需要调整内外六角移动座(299) 的位置, 并用螺钉扭紧, 其他螺紋孔也用短螺钉栓上, 以免冲洗液从此喷出。 下部一处为翼 片处于收缩状态, 中间一处为中等钻扩状态, 其孔径和上部桩机孔径相同, 上部一处为最大 钻扩状态。 在下部滑动套(293)、 钻进翼片固定座 (294)、 扩底翼片铰座(295)、 钻进翼片 The specific action process is as follows. First, the change joint (304) is connected to the pile driver, and the pile machine wing drill bit is fixed to the contracted state. The drill bit is then hoisted into the orifice retainer and its shoulder pads (302) are supported by two square tubes. At this point, the flange of the adapter and the flange of the drill bit can be bolted together. Then adjust the position of the inner and outer hex moving seats (299) as needed, and tighten with screws. The other threaded holes are also bolted with short screws to prevent the flushing liquid from ejecting. In the lower part, the airfoil is in a contracted state, and the middle part is in a medium drilling state, the aperture is the same as that of the upper pile machine, and the upper part is the maximum drilling and expanding state. In the lower sliding sleeve (293), the drilling fin holder (294), the expanding bottom flap hinge (295), the drilling fin
(296)及扩底翼片(297)的重量作用下, 扩底翼片 (297)处于收缩状态。 此时就可把钻扩 钻头连同桩机一起下入孔底。 在开始钻进的时候, 导向钻头(1)承受着上部重大压力, 所以 它首先刻取岩石而慢慢沉入 ¾层中, 中心内管 (291) 及内外六角形钢管 (292) 的下降, 带 动了上固定套连接铰座 (301) 也下降, 它推动连杆 (300), 从而使扩底翼片 (297) 慢慢张 开, 当张开到最大限度时, 此时扩底翼片 (297)和导向钻头(1) 同步下降。 假如扩孔完毕, 提升桩机和钻扩钻头时, 在下部的扩底翼片 (297) 及铰座 (295) 等重量作用下, 扩底翼片Under the weight of (296) and the bottom flap (297), the bottom flap (297) is in a contracted state. At this point, the drill bit can be lowered into the bottom of the hole together with the pile driver. At the beginning of the drilling, the pilot bit (1) is subjected to a large upper pressure, so it first picks up the rock and slowly sinks into the 3⁄4 layer. The central inner tube (291) and the inner and outer hexagonal steel tubes (292) descend. The upper fixing sleeve connecting hinge (301) is also lowered, which pushes the connecting rod (300), so that the expanding bottom flap (297) is slowly opened, and when the opening is maximized, the bottom flap is expanded at this time. (297) and the pilot bit (1) fall synchronously. If the hole expansion is completed, the pile driver and the drill bit are drilled, and the bottom flap is extended by the weight of the lower bottom flap (297) and the hinge seat (295).
(297) 又会自然收缩起来, 这时就可把它提出孔外。 此钻扩钻头的钻进翼片 (296)及扩底 翼片 (297) 都是用螺栓固定或铰接, 同时钻及扩, 也可卸下其中一样, 单独扩底或钻进, 但单独钻进时孔径要小一些。 此钻扩钻头可打正、 反循环。 如果要长距离钻进或扩孔, 则只 要于钻扩钻头上部和变换接头 (304) 下部之间加接管状钻杆 (290) 即可达目的。 管状钻杆(297) It will naturally contract again, and then it can be raised outside the hole. The drilling fins (296) and the bottoming fins (297) of the drill-drilling bit are bolted or hinged, drilled and expanded at the same time, and can also be removed, separately expanded or drilled. However, the hole diameter is smaller when drilling alone. This drill-drilling bit can be used for positive and negative circulation. If you want to drill or ream a long distance, you can do so by adding a tubular drill pipe (290) between the upper part of the drill bit and the lower part of the adapter (304). Tubular drill pipe
(290) 在终孔后还可作为灌注混凝土的导管。 (290) Can also be used as a conduit for concrete after the final hole.
此钻扩钻头只能在终孔后接着扩孔, 不能于中途某一地段进行扩孔。 譬如在下入套管的 时候, 中途遇到大砾石, 套管下不去, 此时就必须要扩孔。 为了解决这个问题, 这里于钻扩 钻头下部增加一个倒挂的三脚扩孔吊篮。 三个吊篮脚 (284) 焊接于中心短无缝管 (285) 的 圆周上, 并在它(285)下端用螺纹加接多根口径相同的无缝管 (286), 它们的长度由所需扩 孔的位置和孔底的距离而定。 无缝管(286〕下端还加接一个扩孔导向钻头(287)。 在扩孔的 同时, 为便于用正反循环方法把岩屑排往地表, 此时还需卸下导向站头 (1), 另外加接数根 和中心管 (291) 口径相同的无缝管'(288 (289), 它们的长度应比扩孔导向钻头的底面至 少高出 310mm (不同口径此长度不同), 图上的 (289) 应是最大的扩孔状态。 使用时只需把 三个吊篮脚 (284)用嫘栓固定于钻进翼片固定座 (294)上。 当扩孔导向钻头 (287)下到孔 底后,同时转动中心内管(291),则连杆(300)便在上部重大压力作用下推动扩底翼片(297 并不断切削岩石 (扩孔)。 此时的扩孔导向钻头 (287) 虽转动, 但无足够压力, 不能切削岩 石。 只有当扩底翼片 (297) 张开到最大限度后, 内外六角限位座 (299) 同时压在扩底翼片 铰座 (295) 和钻进翼片固定座(294) 上, 此时中心内管 (291) 已降下 310 故扩底翼片 This drill bit can only be reamed after the final hole, and it cannot be reamed in a certain section in the middle. For example, when you enter the casing, you will encounter large gravel in the middle, and the casing will not go down. At this time, you must ream the hole. In order to solve this problem, an upside down three-legged reaming basket is added to the lower part of the drill bit. The three basket legs (284) are welded to the circumference of the center short seamless pipe (285), and a plurality of seamless pipes (286) of the same diameter are attached to the lower end of the (285), and their lengths are The position of the hole to be reamed depends on the distance of the bottom of the hole. A reaming guide bit (287) is also added to the lower end of the seamless pipe (286). At the same time as reaming, in order to facilitate the use of the forward and reverse circulation method to discharge the cuttings to the surface, the guide head must be removed at this time (1) ), and add a few seamless pipes of the same diameter as the center pipe (291) (288 (289), their length should be at least 310mm higher than the bottom surface of the reaming pilot bit (different calibers are different in length), The upper (289) should be the largest reaming state. It is only necessary to fasten the three basket legs (284) to the drilling fin holder (294) with a bolt. When reaming the pilot bit (287) After going down to the bottom of the hole and rotating the center inner tube (291) at the same time, the connecting rod (300) pushes the bottoming fin under the great pressure of the upper part (297 and continuously cuts the rock (reaming). Although the drill bit (287) rotates, it does not have enough pressure to cut the rock. Only when the bottom flap (297) is opened to the maximum, the inner and outer hex limit seats (299) are simultaneously pressed against the bottom flap hinge ( 295) and drill into the fin mount (294), at this point the center inner tube (291) has been lowered Therefore enlarged bottom flap 310
(297) 和扩孔导向钻头 (287) 同步钻进。 削下岩屑用正、 反循环方法排往地表。' (297) Synchronous drilling with reaming pilot bit (287). The cuttings are cut to the surface by positive and negative circulation methods. '
这里有了钻扩钻头, 如配合其他机构还可有以下几种钻进方法, 即在有套管(单或双层) 加钻扩钻头正、 反循环钻进方法。 当用钻抓方法不能钻进时或需在较硬的地层中钻进。 这时 先把主机的导向钻头 (1) 卸下, 换上变换接头 (304), 然后再用螺栓把钻扩钻头接上去。 在 钻进时, 如果使用单独钻进方法则比较简单, 只需用螺栓接上钻进进翼片 (296)即可, 但口 径小较多。 如要求上、 下.同径也不难, 同样用螺栓把扩底翼片 (297)接上, 同时把内外六角 限位座 (299) 固定在中间位置, 这吋便可一边钻进, 一边扩孔, 上、 下同径。 可用正循环或 反循环方法把岩屑排往沉淀池。'此钻进方法较为理想, 细分有 12种之多, 不过都大同小异, 适应地层范围较广, 小于灰岩硬度.(包括灰岩) 以下的岩石都能钻进, 钻进速度视岩石软硬 而定。 如下入双厚套管最适宜水上作业。  There are drill-drilling drill bits here. For other mechanisms, there are several drilling methods, namely, the method of drilling the drill bit with the casing (single or double-layer) and drilling and expanding the drill. When drilling is not possible, it is necessary to drill in a harder formation. At this time, first remove the main guide bit (1), replace the change joint (304), and then bolt the drill bit to the drill. When drilling, it is relatively simple to use a separate drilling method. Simply screw in the feed fins (296), but the diameter is much smaller. If it is required to go up and down. It is not difficult to connect the same diameter. Also, bolt the bottom extension flap (297), and fix the inner and outer hexagonal limit seat (299) in the middle position, so that you can drill in one side. Reaming, upper and lower diameter. The cuttings can be discharged to the sedimentation tank by a positive or reverse circulation method. 'This drilling method is ideal. There are 12 kinds of subdivisions, but they are all similar. They are suitable for a wide range of strata, less than the hardness of limestone. (including limestone) Rocks can be drilled. The drilling speed is soft. Hard and fixed. The double thick casing is suitable for water work as follows.
9、 冲击抽筒二合一钻头最佳实施方式 (图 16): 取一根较厚的无缝管作为钻头中心管 9. The best implementation of the impact pump 2-in-1 bit (Fig. 16): Take a thicker seamless pipe as the bit center tube
(3L0), '于其下部套上一块圆形储斗底部钢板 (313), 并加以焊接, 钢板 (313) 对称 90° 开一个近似三角形的孔, '然后在四个三角孔下边用螺杆和带槽螺母各连接.一块比 1/4圆面积 小一点的活阀底板(321), 每块底板(321)上面安装一个活闽。 它由活阀盖(322)、 活阀提 梁(323)、 活阀轴心支架 (324)、 活阀轴套(325)、 活阀轴心(326)等组成。 储斗底部钢板 (313)靠近中心管处焊接四条透气管(327), 它同时也穿过活阀底扳(321)。 另外, 还在它 (313) 外缘焊接截锥体储斗 (314), 同时上部还加焊圆柱体储斗 (315)。 在中心管 (310) 外径, 于储斗底部钢板 (313)之四个三角孔之间焊接十字厚钢板 (311), 此钢板 (311) 中 下部切去 部份, 正好包含着储斗。 同时于它(311) 的底部纵长方向切削一直槽, 供锒嵌长 刃片 (316)之用., 用几个螺杆及槽形螺母(344)把它(316) 固定在十字焊接厚钢板(311) 之下 (见图土放大剖面图)。 长刃片 (316) 下部又幵纵向槽, 其中连续焊接平放矩形薄片合 金(317), 焊接后再在砂轮上磨出刃来。 设计图上于十字悍接厚钢板(311)两侧垂直焊接有 厚钢板, 并在其下部亦安装有短刃片。 十字焊接厚钢板 (311)外径焊接一个修孔圈 (312), 其下部焊接有柱状合金 (2)。 此外, 还于中部外侧穿一个孔, 中间穿一个由圆钢做成的挡碴. 板圆圈 (329), 并加以焊接。 主要用以加固十字焊接厚钢板(311)和焊接挡碴板(330)。 四 块挡碴板 (330) 由截锥体切割出来。 中心管 (310) 下端安装一个钻头 (318), 底部焊接有 下凹刃片(319)和上凹刃片(320)。刃片底部同样焊接有平放矩形薄片合金(317)。它(318) 的作用有二个, 一是作导向用; 二是用反循环洗孔的时候, 它(318)是一个吸碴口。但此钻 头(318)只适用于较软一点的地层钻进。 如要在硬基岩中钻进, 则只需换上一个无勒骨的短 钻头 (342) ·即可, 使它的刃片和十字架长刃片 (316)在同一水平线上。 中心管(310)上部 加一个变径接头(331)。 在十字焊接厚钢板(311)上部对称焊接一对提梁柱(332), 其上安 装一条横梁 (135), 中间用螺杆轴穿接一个冲击用提引器。 它主要由提引器吊卡 (333)、 拉 杆 (344)、 小垫圈 (335)椭圆形提环板 (336)、 提环 (337)、 弹簧 (338)、 圆螺母 (339)、 大垫圈 (340)、 特薄螺母 (341)等组成。 最后再于中心管 (310) 上部外径焊接 4根加重圆 钢 (328)。 (3L0), 'Set a circular storage bucket bottom steel plate (313) on the lower part and weld it. The steel plate (313) is symmetrical 90°. Open a hole with a nearly triangular shape, 'then connect the screw and the grooved nut under the four triangular holes. A live valve bottom plate (321) smaller than the 1/4 circle area, one on each bottom plate (321) Lively. It consists of a live valve cover (322), a valve lifter (323), a valve spool support (324), a valve sleeve (325), a valve spool (326) and the like. The bottom steel plate (313) of the bucket is welded to the central pipe to weld four venting pipes (327), which also pass through the bottom plate of the valve (321). In addition, the truncated cone bucket (314) is welded to the outer edge of the (313), and the upper cylinder bucket (315) is also welded to the upper portion. A cross-thick steel plate (311) is welded between the four triangular holes of the steel plate (313) at the bottom of the storage pipe at the outer diameter of the center pipe (310), and the lower portion of the steel plate (311) is cut to include the storage bucket. At the same time, it cuts the straight groove in the longitudinal direction of the bottom of (311) for inserting the long blade (316). Fix it (316) to the cross welded thick steel plate with several screws and slot nuts (344). Under (311) (see enlarged view of the soil). The long blade (316) has a lower longitudinal groove and a continuous grooved flat sheet alloy (317). After welding, the blade is ground on the grinding wheel. On the design drawing, a thick steel plate is vertically welded on both sides of the cross-jointed thick steel plate (311), and a short blade is also mounted on the lower portion thereof. The outer diameter of the cross-welded thick steel plate (311) is welded to a perforation ring (312), and the lower portion is welded with a columnar alloy (2). In addition, a hole is made in the middle of the middle, and a shackle made of round steel is placed in the middle. The plate is circled (329) and welded. It is mainly used to reinforce the cross welded thick steel plate (311) and the welded retaining plate (330). Four dams (330) are cut from the truncated cone. A drill bit (318) is mounted at the lower end of the center tube (310), and a concave blade (319) and a concave blade (320) are welded to the bottom. The bottom of the blade is also welded with a flat rectangular foil alloy (317). It (318) has two functions, one for guiding; the other is to use a reverse circulation to wash the hole, it (318) is a suction port. However, this drill bit (318) is only suitable for drilling in softer formations. To drill in a hard bedrock, simply replace it with a short bit (342) without a bone, so that its blade and the long blade (316) are on the same horizontal line. A reducing joint (331) is added to the upper portion of the center tube (310). A pair of lifting beam columns (332) are symmetrically welded on the upper portion of the cross-welded thick steel plate (311), and a beam (135) is mounted thereon, and an impact puller is connected through the screw shaft in the middle. It is mainly composed of a lifter elevator (333), a drawbar (344), a small washer (335), an oval lifting plate (336), a lifting ring (337), a spring (338), a round nut (339), a large washer. (340), special thin nut (341) and other components. Finally, four weighted round bars (328) are welded to the outer diameter of the upper portion of the center tube (310).
具体动作如下: 当用顺拧、 左拧钢绳提升提引器提环 (337) 的时候, 弹簧 (338) 被压 缩, 逼使椭圆形提环板 (336) 上升, 最后被圆螺母 "顶死", 于是整个冲抽钻头被提起, 当 升至二定高度后, 放松提升机构手煞, 此时钻头迅速下降, 冲洗液及废碴的体积也迅速澎胀, 此时它们只好沿華三个途径上升, 一是透气管(327), 二是储斗和修孔圈 (312)之间的下大 上小环状空间 (中间被十字焊接厚钢板(311)隔开), 三是活阀盖(322)被逼打开, 冲洗液 及废碴直接从此进入储斗。 最后受到重力作用及上部挡碴板(330)、 加重圆钢(328) 的阻挡 后, 它们改变方向迅速降入储斗内。.此时活阀盖(322)也自动下降封闭。 冲抽钻头下到孔底 后, 放松钢绳, 于是椭圆形提环板 (336 ) 及提环 (337 ) 自动转过一定的角度。 下次再提升 钢绳时, 则冲抽钻头便又转过一定的角度。 当冲击多次后, 储斗内废碴已有一定的数量时, 假如活阀盖 (322 ) 不能被打开关系也不大, 它们还可、以从环状空间及透气管 (327 ) 进入。 直至储斗装满后, 把它提往地面, 放在专门的装置上, 阀盖(322 )被顶开并卸下废碴, 剩下 来的可用水冲洗干净。钻孔结束后,如需要用正循环或反循环洗孔时,要先把长高压管(150) 接到变径接头(331 )上, 同时为了预防钻头在下降中会产生转动, 可能会使水管卷到钢丝绳 上去, 最好换上带有轴承的一般钻进用提引器。 钻进中途也可用此方法来清理孔底。 此钻头 还有一个特点, 刃片磨钝后可随时拿下来加工。 , 为了配合在双层套管中使用, 这里配套的冲抽钻头的口径应比主机口径小一级, 即比内 套管的导向槽的内径还要小一些。 不会影响它的单独使用。 The specific actions are as follows: When the lifter lifter (337) is lifted with a twisted or left-turned steel cord, the spring (338) is compressed, forcing the oval lifter (336) to rise and finally being rounded by the round nut. "There is death", so the entire rushing drill bit is lifted. When it rises to the second fixed height, the lifting mechanism is released. At this time, the drill bit drops rapidly, and the volume of the flushing liquid and the waste sputum also rapidly expands. At this time, they have to follow the Huasan One way is to increase, one is the vent pipe (327), the other is the lower large and small annular space between the hopper and the hole repairing ring (312) (the middle is separated by the cross welded thick steel plate (311)), the third is live The bonnet (322) is forced open, and the rinsing liquid and waste cockroaches directly enter the hopper from there. Finally, after being blocked by gravity and blocked by the upper retaining plate (330) and the weighted round bar (328), they change direction and quickly drop into the bucket. At this time, the valve cover (322) is also automatically lowered and closed. Draw the drill bit down to the bottom of the hole After that, the steel rope is relaxed, and the oval lifting plate (336) and the lifting ring (337) are automatically rotated through a certain angle. The next time the steel rope is lifted, the drill bit is turned over a certain angle. When there are a certain amount of decommissioning in the storage tank after a plurality of impacts, if the valve cover (322) cannot be opened, the inlet valve can be accessed from the annular space and the venting pipe (327). After the hopper is full, lift it to the floor and place it on a special device. The bonnet (322) is opened and the waste is removed, and the remaining water is rinsed off. After drilling, if you need to wash the hole with positive or reverse circulation, first connect the long high pressure pipe (150) to the reducer joint (331), and at the same time, in order to prevent the bit from rotating during the descent, it may cause The hose is rolled onto the wire rope. It is best to replace the general drill with a bearing. This method can also be used to clean the bottom of the hole during drilling. This drill also has a feature that the blade can be processed at any time after being blunt. In order to cooperate with the double-layer casing, the diameter of the matching drilling bit should be smaller than the diameter of the main engine, that is, smaller than the inner diameter of the guiding groove of the inner casing. It does not affect its individual use.
有了冲击抽筒二合一钻头, 如配合其他机构也可有以下几种钻进方法, 即在有套管 (单 或双层) 加冲抽钻头正、 反循环钻进方法。 假如要在上部为松散沙土层、 下部为较坚硬岩层 中施工时, 而主机 (冲抓钻) 又不能应付。 此时上部可用单层或双层套管进行钻抓法钻进。 而下部可换上小一级的本 ½利设 ^f"的冲击抽筒二合一钻头来进行正、 反循环方法钻进。 当达 到设计深度要求后, 如实在太坚硬不能再扩孔时, 即停止钻进。 如地层条件允许就应该扩孔 (上下同径或扩大)。此时只需把本专利改造的钻扩钻头接到主机上, 同样用正循环或反循环 方法钻进即可达到目的。  With the impact pumping two-in-one drill bit, if you cooperate with other mechanisms, you can also have the following drilling methods, that is, in the casing (single or double layer) plus the punching drill positive and negative circulation drilling method. If the upper part is a loose sand layer and the lower part is a hard rock formation, the main machine (crushing drill) cannot cope. At this time, the upper part can be drilled by single-layer or double-layer casing. The lower part can be replaced with a small one-stage impact-cylinder two-in-one drill bit for forward and reverse circulation. When the design depth requirement is reached, it is too hard to re-expand. , that is, stop drilling. If the formation conditions permit, the hole should be reamed (upper and lower diameter or enlarged). At this time, only the drill bit that has been modified by this patent is connected to the main machine, and the same cycle or reverse circulation method is used for drilling. Can achieve the goal.
10、 手摇或电动水管卷扬机最佳实施方式 (图 17): 它由支架、 卷筒、 传动机构及吸、 排水管防转机构等几大部分组成。 支架组成如下。取二块较庠较宽的钢板(355 )焊接于底板 (356) 上, 旁边焊接加固角铁 (374)。 支架钢板 (355 ) 二侧中部各开一个螺纹孔, 供安装 轴承杯(365)用。 顶部焊接二条固定钢管(357), 也可作为提梁用。 卷筒的组成如下。 取一 根较厚的无缝管截成二段, 并加工出内、 外螺紋; 左边一段为中轴主管 (358); 右边一段为 中轴排、 水管 (359), 并于靠近公螺紋一端切削一缺口, 同时把内径加宽一些, 然后于此 焊接一段弯曲的铜管或无缝管(371 )。 另外, 在中轴主管(358 ) 中部套上一段内径合适的无 缝管, 叫中轴套筒(360) , 并于套筒 (360) 二端各焊接一块直径相同的圆形挡板(361), 它 ( 361 )们之间对称焊接八根固定小钢管 (362)。为了加大卷筒直径及减轻其重量,于档板(361 ) 外缘对称焊接八根(或十二根)加宽小钢管 ( 363)。并于右边靠近弯管(371 )的一块挡板(361 ) 上的适当位置开一个圆孔。 卷筒用键(370 ) 固定于中轴主管(358 )上。 中轴主管(358)和 排、 进水管 (359)连接后, 用轴承 (364 ) 及轴承杯 (365 ) 固定于支架钢板 (355 ) 上。 ' 在排、 进水管 (359 ) 右端安装一个防转机构, 它基本和 ¾机上部的水管防转装置相同。 在这里所不同的是轴承 (122 ) 底部无密封圈, 所以导致轴承杯 (372 ) 短一些, 同时和排水 接头(149)相接的不是长高压水管(150), 而是通往水池的吸、排水管(373), 其他尽相同, 这里不多赘述。 传动机构安装在支架钢板(355 )左侧, 先在其下部开一个螺纹孔, 供固定轴 承杯(378)用, 然后用钢板(375 )、 ( 376)等悍接一个齿轮盒, 其中有一侧可不用钢板封闭, 便于齿轮安装。再于齿轮盒左侧悍接钢板(375)的中上部开一个大圆孔, 至少相当于主动齿 轮(366 ) 直径一样大。 然后在其下部相当于支架钢板 (355 ) 下部螺纹孔的位置, 再开一个 螺紋孔。 在齿轮盒内, 于中轴主管(358 )上用键固定主动齿轮(366), 再在其外侧固定三角 皮带轮(368)。另外,还于齿轮盒下部用轴承(377)及轴承杯(378)把从动齿轮中心轴(379) 固定起来。 然后在盒内用键(380) 固定从动小轮 (367 ); 盒外固定带三角槽磨擦轮(382), 再在外端固定单车脚臂 (381 )。 于带三角槽磨擦轮 (382)之下、 支架底板 (356 ) 之上安放 一块活动楔形磨擦木块 (383)。 10. The best implementation of the hand or electric water pipe winch (Fig. 17): It consists of a bracket, a reel, a transmission mechanism and a suction and drain anti-rotation mechanism. The brackets are composed as follows. Two smaller steel plates (355) are welded to the bottom plate (356), and the reinforcing angle iron (374) is welded next to it. The bracket steel plate (355) has a threaded hole in the middle of the two sides for mounting the bearing cup (365). Two fixed steel tubes (357) are welded on the top and can also be used as lifting beams. The composition of the reel is as follows. Take a thicker seamless pipe and cut it into two sections, and machine the inner and outer threads; the left section is the central axle main (358); the right section is the central axle row, water pipe (359), and close to the male thread end A notch is cut while the inner diameter is widened, and then a curved copper tube or seamless tube (371) is welded thereto. In addition, a small-sized seamless tube, called the middle shaft sleeve (360), is placed in the middle of the central shaft main pipe (358), and a circular baffle of the same diameter is welded to each end of the sleeve (360) (361). ), it (symmetric welding) eight fixed small steel tubes (362). In order to increase the diameter of the reel and reduce its weight, eight (or twelve) widened small steel tubes (363) are symmetrically welded to the outer edge of the baffle (361). A circular hole is opened at a suitable position on a baffle (361) on the right side of the elbow (371). The spool is fixed to the center axle main pipe (358) with a key (370). After the center shaft main pipe (358) is connected to the row and inlet pipe (359), it is fixed to the bracket steel plate (355) by bearings (364) and bearing cups (365). ' Install an anti-rotation mechanism at the right end of the row and inlet pipe (359), which is basically the same as the water pipe anti-rotation device on the upper part of the 3⁄4 machine. The difference here is that the bearing (122) has no seal at the bottom, so the bearing cup (372) is shorter, and the water connection (149) is not connected to the long-high pressure water pipe (150), but the suction to the pool. Drainage pipe (373), others are the same, not to repeat here. The transmission mechanism is mounted on the left side of the bracket steel plate (355). First, a threaded hole is opened in the lower part for fixing the bearing cup (378), and then a gear box is connected with a steel plate (375), (376), etc., one side of which is connected. It can be closed without steel plates, which is convenient for gear installation. Then, a large circular hole is opened in the upper middle portion of the steel plate (375) on the left side of the gear box, which is at least equivalent to the diameter of the driving gear (366). Then, at the lower part of the position corresponding to the lower threaded hole of the bracket steel plate (355), a threaded hole is opened. In the gear case, the driving gear (366) is fixed to the center shaft main pipe (358), and the V-belt pulley (368) is fixed to the outside. In addition, the driven gear center shaft (379) is fixed by a bearing (377) and a bearing cup (378) at the lower portion of the gear case. Then, the driven small wheel (367) is fixed by a key (380) in the box; the triangular groove grinding wheel (382) is fixed outside the box, and the bicycle arm (381) is fixed at the outer end. A movable wedge-shaped friction block (383) is placed over the bracket bottom plate (356) under the triangular grooved grinding wheel (382).
具体 ¾]作过程如下。在此设计中,于卡盘及套管支架座旁边配备有一个辅助平台(这里不 附图, 不属专利部份),它们的高度及大小基本相同。在辅助平台上安放有水管卷扬机、 电缆 绞车、液压泵及相配套的电动机等。其中以水管卷扬机体积最大。使用前先把吸、排水管(373) 一端接到排水接头(149 )上,.并用扎带扎紧; 另一端接到泵吸——喷射反循环机构上,后再 通往水池。 然后把长高压管 (150) 的头部穿过卷筒挡板 (361 ) 的圆孔, 再接到弯曲无缝管 ( 371 ) 上, 并用扎还扎紧。 然后用电动机或手摇方法把高压管 (150 )卷到卷筒上; 尾部接 到桩机水管防转器的排水接头(149 ) 上, 也用扎带所紧。 最后把楔形磨擦木块(383) 调整 好, 使它 (383)和磨擦轮 (382 )之间只存在一点磨擦力。 此时即可把桩机下入孔内, 只要 它轻轻拉动, 高压管(150)便能自动跟下。 当要提升桩机的时候, 先把楔形磨擦木块(383 ) ¾ ^开。然后把经过变频后的电流输入电动机, 可以使高压管(150)上升的速度略大于钢绳上 升速度, 然后用磨擦木块(383)去人为控制,使它们的上升速度大致相等。桩 提到孔口后, 若要把它转移到卸料塔去卸碴, 则高压管(150)也跟着过去。之后重复上述过程。这里电缆 之事没有提到, 主要是用前人的电缆绞车。  The specific process is as follows. In this design, an auxiliary platform (not shown here, not a patented part) is provided beside the chuck and the casing bracket seat, and their height and size are basically the same. A hose hoist, cable winch, hydraulic pump and matching motor are placed on the auxiliary platform. Among them, the water pipe hoist is the largest. Before use, connect the suction and drain pipe (373) to the drain connector (149) and tie it with a cable tie. The other end is connected to the pumping-spraying reverse circulation mechanism and then to the pool. Then pass the head of the long high pressure pipe (150) through the round hole of the drum baffle (361), and then attach it to the curved seamless pipe (371) and tie it tightly. Then, the high pressure pipe (150) is wound onto the drum by electric motor or by hand; the tail is connected to the drain joint (149) of the pile machine water pipe anti-rotation device, and is also tightly fastened with a cable tie. Finally, the wedge-shaped friction block (383) is adjusted so that there is only a little friction between it (383) and the friction wheel (382). At this point, the pile driver can be lowered into the hole, and as long as it is gently pulled, the high pressure pipe (150) can automatically follow. When lifting the pile driver, first open the wedge-shaped friction block (383) 3⁄4 ^. Then, the converted current is input into the motor, so that the high pressure pipe (150) can be raised at a speed slightly higher than the steel rope rising speed, and then the artificial wood block (383) is used for artificial control so that their rising speeds are substantially equal. After the pile refers to the orifice, if it is transferred to the discharge tower to remove the sputum, the high pressure pipe (150) also follows. Then repeat the above process. The cable is not mentioned here, mainly using the cable winch of the predecessors.
11、人力收放水管平台最佳实施方式(图 11 ) : 取二块 10mm厚钢板, 把它加工成长圆形, 下部一块叫下垫板 (217); 上部一块叫上垫板 (218), 于此并加工几种孔, 中间一个大四方 孔, 两端呈半园加工一些稍大的园孔。 这 M种孔都是供漏水之用。 另外, 再于二端呈半园加 工双层小孔, 供焊接栏杆 (219 ) 用。 下垫板 (217 ) 下部焊接四个柱脚 (216)。  11. The best implementation of the manpower retractable water pipe platform (Fig. 11): Take two 10mm thick steel plates and process them into a round shape. The lower part is called the lower plate (217); the upper part is called the upper plate (218). Here, several holes are processed, and a large square hole is formed in the middle, and the two ends are half-shaped to process some slightly larger holes. These M holes are for leaking water. In addition, a double hole is made in the semi-circle at the two ends for the welding rail (219). Four legs (216) are welded to the lower pad (217).
具体动作过程如下, 把长高压管(150 )—端接到泵吸一喷射皮循环机构上 后再通往水 池。 然后把它 (150 ) .呈 "8 "字形卷放在平台上, 剩余部分接到桩机顶部防转器的排水接头 (149)上。 以后高压管的升、 降都需要人力操纵。 The specific action process is as follows: the long high pressure pipe (150) is terminated to the pumping and spraying of the skin circulation mechanism and then to the pool. Then put it (150). The "8" shape is placed on the platform, and the rest is connected to the drain connector of the top of the pile driver. (149) above. After the rise and fall of the high pressure pipe, manpower manipulation is required.
12、卸料塔漏斗下部滚筒开关最佳实施方式(图 18):取二根直径较大的短无缝管(391)、 12. The best implementation of the lower roller switch of the discharge tower funnel (Fig. 18): Take two short seamless tubes (391) with larger diameters,
(392), 中间切去其中的一半 (392 多切一些), 两端留下少部分', 并用圆塞 (397)焊接, 这就是所谓的滚筒, 右滚筒 (391)用键(402) 固定一根较长的轴(400), 左滚筒 (392) 则 固定一根较短的轴(403)。然后再在两根轴(400)、 (403)同一端各固定一个圆柱齿轮(401), 使它们的分度圆直径和滚筒直径相同。 两根轴(400)、 (403)分别用轴承(398) 固定于焊接 中厚钢板(396) 上。 滚筒上部于幵口两边用螺栓各固定有一条泥刷 (393), 磨损后可更换。 其次, 于卸料塔的柱脚上固定一根较长的传动杆 (404), 它(404)—端套在右滚筒轴(400) 的焊接内、 外六角套(399) 内, 可前、 后移动一定距离: 另一端固定一个方向盘(410), 并 于右侧也用螺紋固定一个单车飞轮(412)。 使它(410) —般情况下只能顺时针方向转动,'左 滚筒(392)则反时针方向转动, 当转到被切去的部分时就出现裂缝, 开关打开, 若转到二个 切面相对且互相垂直, 开关达到最大限度。此时如再连续转动, 开关又慢慢变小, 直至关闭, 必要时, 若要使右滚筒 (391) 反时针方向转动, 则拉动传动杆 (404), 飞轮 (412)便会离 开导管头部焊接圆盘(409)的固定钉, 随后怎么反转都可以。使用时只需用螺栓固定于漏斗 底部的钢板上即可。 - (392), cut half of them in the middle (more than 392 cuts), leave a small part at both ends, and weld with a round plug (397), this is called the drum, the right drum (391) is fixed with the key (402) A longer shaft (400) and a left roller (392) hold a shorter shaft (403). Then, a spur gear (401) is fixed at the same end of the two shafts (400) and (403) so that their pitch circle diameter and drum diameter are the same. The two shafts (400) and (403) are respectively fixed to the welded medium-thick steel plate (396) by bearings (398). A mud brush (393) is fixed on each side of the drum by bolts on both sides of the mouthpiece, and can be replaced after being worn. Secondly, a long transmission rod (404) is fixed on the column foot of the discharge tower, and the (404) end sleeve is placed in the welding inner and outer hexagon sleeve (399) of the right roller shaft (400), which can be , After moving a certain distance: The other end is fixed with a steering wheel (410), and a bicycle flywheel (412) is also threaded on the right side. Make it (410) normally only rotate clockwise, 'left drum (392) rotates counterclockwise, cracks appear when you turn to the cut part, the switch opens, if you turn to two cuts Relatively and perpendicular to each other, the switch reaches its maximum. At this time, if it is continuously rotated, the switch will gradually become smaller until it is closed. If necessary, if the right roller (391) is rotated counterclockwise, the transmission lever (404) will be pulled, and the flywheel (412) will leave the catheter head. The fixing nail of the welding disc (409) can be reversed. Simply use bolts to the steel plate at the bottom of the funnel. -

Claims

权 利 要 求.书 Claims
1、 冲抓钻桩机的技术特征如下: 1 ) 动力特征。 因翼片钻头在张开和收拢过程中都是 慢慢切削岩层, 钻进速度较慢, 故所需要动力较小。 本设计仅用二台 7KW的小电动机, 如功 率不够再增加一个密封室及二台 7KW小电动机。 这里不设变速机构, 主要利用现代高科技产 品——变频器来实现电动机的变速, 这样灵活多了, 不同岩层可用不同转速钻进。 2)传递扭 力特征。 本桩机无动力头, 更无钻杆, 由钢绳吊着, 这样升降自如。 主要利用内套管的导向 槽来作为反扭矩平衡机构, 即把钻杆和套管融为一体, 必要时内套管还可以作为钻杆给进用。 3)构造特征。 翼片钻头的张、 闭机构不同于传统抓斗, 用绳索或液压驱动。 B它是转动的, 液压泵无论放在地表或井下都不方便 。 而这里巧妙地利用杠杆原理, 使连杆 (8 ) 下端铰接 于翼片钻头的连接座(14)上, 上端不直接和下十字槽焊接件(7)铰接, 这样十字槽稍有向 上提升, 翼片钻头便会离开孔底, 抓不到岩屑。 这里把它铰接于杠杆横梁(9 ) 中部, 杠杆横 粱(9)一端铰接于下十字槽焊接件(7)上, 另一端铰接于吊杆(10 )下端。 再使吊杆 (10 ) 上端铰接于吊挂园筒(22 )上部的吊杆座 ( 11 )上。 翼片钻头 四片, 每片又由三片 10咖厚' 钢板切割成不同的梯形, 经弯曲后再焊接起来便成。 下¾5刀口是易损零件, 为便于焊接合金. 片或喷焊合金粉, 所以另外加工, 用螺栓连接。 钻头背面中下部焊接有三条楔状耐磨 (地质 用)钢片, 都按一 ¾距离开有横向水槽。 刀口下部不需要焊接钢片, 直接从外层加工出来。 右侧焊接件(29)凸出翼片边缘较多, 从垂直和水平方向看都呈楔状, 它的斜切面切向岩层。 并在其边缘上垂直焊接一定数量的合金片 (2 )或喷焊合^粉。 中间焊接件 (18 ), 垂直方向 看呈楔状, 水平方向看为矩形, 外侧斜面上同样焊接有合金片(2)或喷焊合金粉。 左恻焊接 件 (30) 没有凸出边缘, 和翼片外层边线一致, 从垂直和水平方向看也呈楔状, 它的斜切面 向内倾斜, 在此不锒焊合金片 (2), 但应在表面喷焊一些合金粉。 为保证翼片钻头在反转时 也能切削岩石, 应在其内层边缘上也锒焊一定数量合金片(2 )或喷焊合金粉。 本桩机的下十 字槽焊接件(7 )本身就比较长, 所以连杆(8 ) 的抗扭力就比较大。 由于它存在特别的结构, 当翼片钻头在张幵时, 也即负荷在不断增大时, 下十字槽焊接件(7 )也在跟着下降, 去抵消 连杆 (8 ) 增加的一部分负荷。 1. The technical features of the rushing pile driver are as follows: 1) Dynamic characteristics. Because the fin bit is slowly cutting the rock during the opening and closing process, the drilling speed is slower, so the power required is smaller. This design uses only two 7KW small motors. If the power is not enough, add one sealed chamber and two 7KW small motors. There is no shifting mechanism here, mainly using modern high-tech products - frequency converters to achieve the speed of the motor, so much more flexible, different rock formations can be drilled at different speeds. 2) Transfer torque characteristics. The pile driver has no power head, no drill pipe, and is suspended by steel wire, so that it can be lifted freely. The guide groove of the inner casing is mainly used as a counter-torque balance mechanism, that is, the drill pipe and the casing are integrated, and the inner casing can also be used as a drill pipe if necessary. 3) Construction features. The opening and closing mechanism of the fin bit is different from the conventional grab, driven by rope or hydraulic. B It is rotating, and the hydraulic pump is not convenient whether it is placed on the surface or downhole. Here, the lever principle is used skillfully, so that the lower end of the connecting rod (8) is hinged to the connecting seat (14) of the airfoil bit, and the upper end is not directly hinged with the lower cross groove welding member (7), so that the cross groove is slightly lifted upward. The fin drill will leave the bottom of the hole and will not catch the cuttings. Here it is hinged to the middle of the lever beam (9), one end of the lever traverse (9) is hinged to the lower cross groove weldment (7), and the other end is hinged to the lower end of the boom (10). Then, the upper end of the boom (10) is hinged to the boom seat (11) on the upper part of the hanging cylinder (22). Four pieces of fin drills, each piece is cut into three different trapezoids by three pieces of 10 coffee thick steel plates, which are bent and then welded together. The lower 3⁄45 knife edge is a fragile part. For the convenience of welding alloy. Sheet or spray-welded alloy powder, it is additionally machined and bolted. Three wedge-shaped wear-resistant (geological) steel sheets are welded to the lower part of the back of the drill bit, and each has a lateral water tank at a distance of 3⁄4. The lower part of the knife edge does not need to be welded with steel sheets and is directly machined from the outer layer. The right weldment (29) protrudes more from the edge of the wing and is wedge-shaped from both vertical and horizontal directions. Its beveled face is tangential to the rock formation. A certain number of alloy sheets (2) or spray-welded powders are welded vertically on the edges. The intermediate weldment (18) is wedge-shaped in the vertical direction and rectangular in the horizontal direction, and the alloy piece (2) or spray-welded alloy powder is also welded on the outer slope. The left-hand weldment (30) has no protruding edges and is consistent with the outer edge of the airfoil. It is also wedge-shaped when viewed from the vertical and horizontal directions. Its beveled face is inclined inside, and the alloy piece (2) is not welded here, but Some alloy powder should be sprayed on the surface. In order to ensure that the fin bit can also cut the rock when it is reversed, a certain number of alloy sheets (2) or spray-welded alloy powder should be welded on the inner edge. The lower ten-slot weldment (7) of the pile driver itself is relatively long, so the torsion resistance of the connecting rod (8) is relatively large. Due to its special structure, when the fin bit is being tensioned, that is, when the load is increasing, the lower cross groove weldment (7) is also lowered to offset the increased load of the connecting rod (8).
本桩机在工作时, 中心轴管和吊挂园筒连接的内六角轴套 (37 ) 的摩擦力很大, 会直接 影响它的上、 下活动。 为解决此问题, 这里于此内六角套的每个平面内加 3个钢球, 使它和 中心六角轴的平面直接接触, 这样就大大减少了它们之间的摩擦力, 使中心轴管活动自如。 其次, 在翼片张、 闭时, 连杆(8 )和下十字槽焊接件的摩擦力也很大, 影响它垂直和水平运 动。 这里为解决此问题, 于下十字槽焊接件 (7 ) 下端外侧用螺栓固定一个固定框 (32), 框 内两侧各安装 ¾ "一根用粗螺栓穿着的滚筒 (34), 使连杆 (8 ) 直接和滚筒 (3:4.) 接触 :这样 大大减少了它们之间的摩擦力, 使连杆 (8 ) 活动自如。 4 )^翼片钻头的张、 闭特征。 当电动 机带动中心轴管顺时针方向转动的时候, 下部转动部份跟着转动, 开始时翼片钻头还是呈闭 合状态。 定向钻头(1 )在上部不转动部份的重大压力作用下, 首先刻取岩层, 逼使中心轴管 下降, 从而使下十字槽焊接件(7 )也带着杠杆横梁(9 ) 一端下降, 通过连杆(8)压逼翼片 钻头, 使它慢慢张开。 杠杆横梁(9)另一端所产生的反作用力通过吊杆(10)推动吊挂园筒 (22), 一定呈度上减轻其重量, 使翼片钻头更易于张开。 中心轴管不断下降, 连杆 (8 ) 不 断推动翼片钻头向外扩张。 此时它右边焊接件(29 ) 的合金片(2 ) 开始切削岩层, 并不断把 岩屑拨移中心。 从地表深度计可看到, 当桩机自降下至孔底后, 如再降下 180 咖(不同口径 此深度不同, 而且第一次钻进应多钻 些)则翼片已张开到最大限度, 此时它有些向外倾斜, 但其外侧的右 (29 )、 中 (18)、 左 (30) 焊接件是垂直的, 所以钻出的孔也应该是垂直的。 但孔底不是平的, 它是沿着翼片张开的轨迹切削岩石, 可以用简单形象来形容, 有些像 "火 山锥", 从孔壁向中间慢慢隆起来, 中心有个孔。 此时应多钻一下, 把孔壁修园。 When the pile driver is working, the friction between the central shaft tube and the hexagonal bushing (37) connected to the hanging cylinder is large, which will directly affect its upper and lower activities. In order to solve this problem, here, three steel balls are added to each plane of the inner hexagon socket so that it is in direct contact with the plane of the central hexagonal shaft, which greatly reduces the friction between them and makes the central shaft tube active. freely. Secondly, when the flap is closed and closed, the friction between the connecting rod (8) and the lower cross groove weld is also large, affecting its vertical and horizontal movement. To solve this problem, a fixing frame (32) is fixed to the outside of the lower end of the lower cross groove weldment (7), and the frame is fixed. Install 3⁄4" a roller (34) with a thick bolt on each side to allow the connecting rod (8) to directly contact the roller (3:4.): this greatly reduces the friction between them and makes the connecting rod (8) Free movement. 4)^ The opening and closing characteristics of the wing drill bit. When the motor drives the central shaft tube to rotate clockwise, the lower rotating part follows the rotation, and the wing bit is still closed at the beginning. (1) Under the great pressure of the upper part without rotating part, the rock layer is first engraved, and the central shaft tube is forced to descend, so that the lower cross groove weldment (7) is also lowered with one end of the lever beam (9). The rod (8) presses the fin bit to make it slowly open. The reaction force generated at the other end of the lever beam (9) is pushed by the boom (10) to hang the cylinder (22), which is reduced in degree. The weight makes the wing bit easier to open. The central shaft tube is continuously lowered, and the connecting rod (8) continuously pushes the wing bit outward. At this time, the alloy piece (2) of the right welding piece (29) starts to cut the rock layer. And constantly shifting the cuttings to the center. From the surface The meter can see that when the pile machine descends to the bottom of the hole, if it drops another 180 coffee (the depth is different for different calibers, and the first drilling should be more drilled), the flap has been opened to the maximum, this It is slightly inclined outward, but the right (29), middle (18), and left (30) welds on the outside are vertical, so the drilled hole should also be vertical. But the bottom of the hole is not flat, it It cuts the rock along the trajectory of the wing. It can be described by a simple image. Some are like a "volcanic cone". It is slowly raised from the hole wall to the middle, and there is a hole in the center. At this point, you should drill more and repair the hole wall. garden.
当中心轴管反时针方向旋转的时候,翼片钻头相继也跟着转动。由于它左边的焊接件 (30) 的作用以及介质(残碴)的存在, 便会产生一种使它向内收縮的压力, 但不一定能使它合扰。 只有在一边反转翼片钻头, 一边在电子秤上控制重量(上部不转动部份, 或略大些)、 以及在 深度计上控制在 180 mm的范围内慢慢提升桩机。这时连杆( )便对翼片钻头产生^向内拉 伸的作用力。 但翼片钻头所受到的压力不但没有减小, 反而增加了一些。 在此两力联合作有 下,它始终没有离幵孔底,而是呈孤线状一边收缩,一边用它内层所锒的合金片(2 )切削"火 山锥" 凸出部份, 削下岩屑由外层不断卷入中心。 如果是较松软砂土层, 在此二力作用下一 抓便会松散。 当桩机升高至 180 删后, 翼片钻头完全合拢。 此时凸出的 "火山锥 "几乎被削 平, 这就完成了抓土过程。 如果再继续提升桩机, 它便会离开孔底, 直至提出孔外。  When the central shaft tube rotates counterclockwise, the fin bites follow one after the other. Due to the action of the weldment (30) on the left side and the presence of the medium (residue), a pressure is created which causes it to contract inwardly, but it does not necessarily confuse it. Only when the fin drill is reversed, the weight is controlled on the scale (the upper part is not rotated, or slightly larger), and the pile driver is slowly raised within the range of 180 mm on the depth gauge. At this time, the connecting rod ( ) exerts a force on the fin bit to pull inward. However, the pressure on the fin bit has not been reduced, but has increased. Under the cooperation of the two forces, it never shrinks from the bottom of the borehole, but shrinks in a lone line, and cuts the convex part of the "volcanic cone" with the alloy piece (2) of the inner layer. The lower cuttings are continuously drawn into the center by the outer layer. If it is a softer sand layer, it will loosen under the action of the two forces. When the pile driver is raised to 180, the fin bit is completely closed. At this time, the protruding "volcanic cone" was almost flattened, which completed the process of grasping the soil. If you continue to lift the pile driver, it will leave the bottom of the hole until it is raised outside the hole.
5 )在上述原理基础上, 可根据需要设计出不同口径的桩机。 最小应在 Φ 800- Φ 900画左右, 最大可大于 Φ 3000 翻。 因口径过小了密¾"室内装不下电动机; 杠杆横梁 (9 )太短不利翼片 钻头张闭。 口径越大越易于设计, 可把较大功率电动机放在密封室内。 5) Based on the above principles, pile drivers of different calibers can be designed as needed. The minimum should be around Φ 800- Φ 900, and the maximum can be larger than Φ 3000. Because the calibre is too small, the interior can not fit the motor; the lever beam (9) is too short to be unfavorable. The drill bit is closed. The larger the diameter, the easier it is to design, and the larger power motor can be placed in the sealed chamber.
2、 本桩机特有的内、 外套管: 1/活动内套管的技术特征如下: 1〃本设计打破常规, 利 用活动内,套管的导向槽 (162)、 ( 174 ) 来作反扭矩平衡机构, 把钻杆和套管融为一体, 如在 不需要下套管的地方钻进,则改用本专利特有的冲抽钻头。 2〃套管用薄 板做成,不需焊接, 在开闭线(171 )上、 下部焊接一对特殊幵闭接扣, 其中间开有圆孔, 用一根小水管穿接而 成。 并于接扣左侧开一个长方形孔, 供接扣收缩之用。 3〃除开闭线 (171 )焊接的成对特殊 接扣外, 与它近似十字对称的地方也焊接有单个接扣 (Γ61 ) , 其间也穿接有小水管。 它的作 用一是平衡套管间的扭力, 二是小水管可与上部高压水泵 (地质用) 妾通, 冲洗液可直射底 部孔壁, 提高钻进效率。 4〃为了预防闭合线(171 )于套管中部裂幵, 所以在它 (171 ) 的两 侧适当位置焊接两对收缩钉 (164), 每钉有一小孔, 每对捆绑铁丝后,'穿过附近的小孔引出 套管外壁, 再把它扎紧, 然后每对和 Φ节套管之间再用铁丝连起来。 5〃套管外壁呈对称六角 形焊接六条筋片 (167), 每条筋片上部和下部适当位置开有三种横向槽。 一种供套管接合及 吊挂自身重量用; 另一种供卡盘扭动及吊挂用; 侧边的横向槽仅存在于筋片顶部, 供提架吊 挂之用。 另外, 每条筋片的中部开有一个长圆形孔, 并穿过套管, 供套管收縮后拉钩吊挂之 用。 2. The inner and outer casings unique to the pile driver: 1/ The technical characteristics of the inner casing are as follows: 1. The design is broken, and the guide grooves (162) and (174) of the casing are used for the reaction torque. The balance mechanism, which integrates the drill pipe and the casing, and if it is drilled where the casing is not required, the patented special drill bit is used instead. The 2 〃 sleeve is made of a thin plate, and no special welding is required on the opening and closing line (171), and a pair of special shackles are welded on the opening and closing line (171), and a circular hole is opened therebetween, which is formed by a small water pipe. And open a rectangular hole on the left side of the buckle for the contraction of the buckle. 3 In addition to the pair of special buckles that are welded and closed (171) welded, a single buckle (Γ61) is welded to the place where it is approximately symmetrical, and a small water pipe is also worn between them. Its work One is to balance the torque between the casings, and the other is that the small water pipe can be connected with the upper high-pressure water pump (geological), and the flushing liquid can directly flow to the bottom hole wall to improve the drilling efficiency. 4〃 In order to prevent the closing line (171) from splitting in the middle of the casing, two pairs of shrinking nails (164) are welded at appropriate positions on both sides of the (171), each of which has a small hole, and after each pair of bundled wires, 'wear A small hole in the vicinity is taken out of the outer wall of the sleeve, and then it is fastened, and then each pair is connected with the wire between the Φ-section sleeves. The outer wall of the casing is symmetrically hexagonally welded with six ribs (167), and three transverse grooves are formed at appropriate positions in the upper and lower portions of each rib. One is used for jointing and hanging the weight of the casing; the other is used for twisting and hanging the chuck; the lateral grooves on the side are only present on the top of the rib for the hanging of the rack. In addition, each rib has an oblong hole in the middle of the rib and passes through the sleeve for the sleeve to be retracted and then the hook is hung.
2/固定外套管的技术特征如下: 由比活动内套管略厚一点的钢板经卷制后再焊接而成。 每节套管上部和下部都有 50 mm的长度作为重迭部份 (下节下部除外)。 套管內径比活动内套 管筋片外径大 4一 6 mm, 外壁同样焊接有六条筋片, 其厚度、 大小及所幵的横向槽都和活动内 套管的一致。 唯独中部没有开长圆孔。 般情况下都和内套管配合使用。 为了使内-、 外套管 连成一体, 增加其抗扭能力, 应于外套管最下节的内壁, 也就是相当于内套管最下节筋片的 凸块(180) 的位置, 在其两侧用簿钢板各焊接一条导向槽, 使凸块 (180) 嵌于其中。 内、 外套管在一节范围内上、 下活动没有问题。  2/ The technical characteristics of the fixed outer casing are as follows: The steel plate slightly thicker than the inner casing is rolled and then welded. The upper and lower sections of each bushing have a length of 50 mm as an overlap (except for the lower part of the lower section). The inner diameter of the casing is 4-6 mm larger than the outer diameter of the movable inner sleeve, and the outer wall is also welded with six ribs. The thickness, size and transverse grooves of the casing are the same as those of the movable inner casing. In the middle, there is no open hole in the middle. Under normal circumstances, it is used together with the inner sleeve. In order to integrate the inner and outer sleeves and increase their torsional resistance, the inner wall of the outermost sleeve of the outer sleeve, that is, the position of the bump (180) corresponding to the lowermost rib of the inner sleeve, A guide groove is welded to each side of the book steel plate to embed the bump (180) therein. There is no problem with the inner and outer casings moving up and down within a section.
3、 卡盘的技术特征如下: 1/主要利用卡盘箱活动块 (201 ) 的水平伸缩过程来卡紧或松 脱内、 外套管的筋片。 磨损后易于更换。 2/卡盘箱焊接于内层圆环状夹板(204 )之间, 它的 外端右侧焊接有一个压力圈 (212), 如套上压力把可推动内层圆环状夹板(204 )左、 右转动 19°, 目的 :是为了接合或分离内、 外套管。 3/整个卡盘穿接于套管支架的 4条导管(209)上, 可作上、 卞移动, 又有平衡作用。 4/本设计在套管支架上分三处安装卡盘, 下部一处由两个 单卡盘焊接在一起, 固定在套筒式油缸(226)的轴上, 除可接合或分离内、 外套管外, 还可 同时压下或起拨内外套管。 中间一处亦由两个单卡盘焊接在一起, 但它吊挂在套筒式油缸3. The technical characteristics of the chuck are as follows: 1/ Mainly utilize the horizontal expansion process of the chuck box moving block (201) to clamp or loosen the ribs of the inner and outer sleeves. Easy to replace after wear. 2/The chuck box is welded between the inner ring-shaped splint (204), and a pressure ring (212) is welded to the right end of the outer end. For example, the pressure is applied to push the inner annular splint (204). Turn left and right 19°, purpose : to engage or separate the inner and outer casings. 3/ The entire chuck is connected to the four tubes (209) of the casing bracket, which can be moved up and down and balanced. 4/ This design installs the chuck in three places on the casing bracket, and the lower part is welded together by two single chucks, which are fixed on the shaft of the sleeve type cylinder (226), except that the inner and outer jackets can be engaged or separated. Outside the tube, the inner and outer sleeves can also be pressed or pulled at the same time. The middle part is also welded together by two single chucks, but it is hung in a sleeve type cylinder
(228) 轴下 (可比下部油缸小一些), 主要用它来接合或分离内、 外套管, 但它对套管的压 下或起拔亦有辅助作用。 上部一处为单个卡盘(229), 由大螺母(230 ) 固定于支架面上。 在 下入双层套管的短时间内,.下部所有卡盘 (225 ) 都要松脱, 而此时它 (229 )起吊挂内、 外 套管全部重量的作用。 5/只要于 形焊接管 (205) 的位置, 使内、 外层圆环状夹板 ( 204 )、(228) Under the shaft (less than the lower cylinder), it is mainly used to join or separate the inner and outer casings, but it also assists in the pressing or lifting of the casing. The upper part is a single chuck (229), which is fixed to the bracket surface by a large nut (230). In the short time of the double-layer casing, all the lower chucks (225) are loosened, and at this time (229), the weight of the inner and outer casings is suspended. 5/ As long as the position of the welded pipe (205) is in place, the inner and outer annular cleats (204),
(208 ) 的孔对正后, 加一插销 (210 ) 便可使卡盘固定不动。、 After the hole of (208) is aligned, add a pin (210) to fix the chuck. ,
4、 套管提架的技术特征如下: 专门为吊挂内、 外套管而设计, 因它们的外壁均呈对称六 角形焊接有六条筋片,上部侧边适当位置均开有横向槽。 所以,以中轴 (190 ) 为中心, 在上 圆盘(192 )面上呈对称焊接六条提架梁(191 ), 呈放射状, 外^穿接上挂鈎(194 ) , 其下部 又穿一个挂钩圆环(195)。在圆环(195 )内穿一条可拉 5- 6吨重的环链(254 ), 因编幅关系, 图中不画。 环链 (254) 长度 套管长度的 2.5倍。 然后再在它 (254) 的下部又穿一个挂钩 圆环 (195)。 另取一块较厚的钢板, 上部稍为削薄一些, 并穿一个孔; 下部另一侧也削薄一 些, 但底部留下两个钉; 旁侧也削去部份, 但下部留下两个肩, 此即为下挂钉 (196), 并在 其中套上一个由矩形管切出来的矩形套 (197), 然后把下挂钉 (196)套在挂钩圆环 (195) 内。 最后把中轴 (190) 套在一般钻进用的提引器上, 即可进行提吊套管作业。 4. The technical features of the casing are as follows: Specially designed for hanging the inner and outer casings, because the outer walls are welded with six ribs in a symmetrical hexagonal shape, and the lateral sides are provided with transverse grooves at appropriate positions on the upper side. Therefore, with the center axis (190) as the center, six lifting beams (191) are symmetrically welded on the upper disc (192) surface, which are radially, and the outer hooks are connected to the upper hooks (194), and the lower part is worn one by one. Hook the ring (195). Wear a 5- to 6-tonne chain (254) in the ring (195) due to the braiding relationship. Not shown in the picture. The chain (254) is 2.5 times longer than the length of the casing. Then wear a hook ring (195) in the lower part of it (254). Also take a thicker steel plate, the upper part is slightly thinner and wear a hole; the other side of the lower part is also thinner, but the bottom leaves two nails; the side also cuts off the part, but the lower part leaves two Shoulder, this is the lower peg (196), and a rectangular sleeve (197) cut out of a rectangular tube is placed therein, and the lower peg (196) is then placed in the peg ring (195). Finally, the middle shaft (190) is placed on the puller for general drilling, and the lifting casing operation can be performed.
5、孔口护圈及内套管拉钩的技术特征如下: 1/孔口护圈: 主要在上、 下两块圆环状钢板 (239)、 (234)之间焊接一些顶柱(235)而成。顶柱(235)中下部焊接两个加固钢圈(236)。 顶部圆环(239) 内侧对称开六个小缺口, 并在其表面焊接一个由圆钢做成的环梁(241), 还 于缺口处穿上一个挂钩圆环 (195), 以便吊挂环链 (254)。 这就是本设计的目的。 2/内套管 拉钩:用环链(254)吊挂一块中厚钢板(238),其中下部焊接一根带双头外螺紋的钢管(248), 管中穿过一根轴(247), 它(247)—端用键固定一块拉钩挡板(249), 另一端加一径向小轴 承(251), 并用圆螺母(252)压紧。 最后通过轴承 (251) 的配合, 把轴(247)和带双头内 螺纹管(250)连接起来。 这样就可使轴 (247) 的转动和双头内螺纹管(250) 的转动互不干 扰。 为便,于操作, 于圆螺母 (252)外缘焊接蹄环 (253)。 这样的拉钩可随意摆动和转动。  5. The technical characteristics of the orifice retainer and the inner casing hook are as follows: 1/orifical retainer: mainly weld some top pillars (235) between the upper and lower annular steel plates (239) and (234). Made. Two reinforcing steel rings (236) are welded to the middle and lower parts of the top column (235). The top ring (239) has six small notches on the inside, and a ring beam (241) made of round steel is welded on the surface, and a hook ring (195) is also placed on the notch to suspend the ring. Chain (254). This is the purpose of this design. 2/Inner casing hook: A medium-thick steel plate (238) is hung by a chain (254), and a steel pipe (248) with a double-headed external thread is welded to the lower part, and the pipe passes through a shaft (247). It (247) - the end is fixed with a hook baffle (249), the other end is added with a small radial bearing (251), and is pressed with a round nut (252). Finally, the shaft (247) and the double-ended internal threaded pipe (250) are connected by the cooperation of the bearing (251). This allows the rotation of the shaft (247) and the rotation of the double-ended internal threaded tube (250) to be undisturbed. For convenience, weld the hoof ring (253) to the outer edge of the round nut (252). Such a hook can swing and rotate at will.
6、水管及电缆导架的技术特征如下: 1/取两块较小的圆钢板(261), 其边缘悍接三根固 定管(263), 两端圆钢板(261)圆周上对称焊接三块钢板——导轮气臂(262), 并于三对转 臂之间分别再焊接一根固定管(263)。这就构成了三角形导轮, 但它的转动轴不在导轮中心, 而在 轮一个支点上。此结构便于整个导轮的翻转,不影响 tt机的升降。 2/于两对转臂(262) 外端各安装一条横轴(264), 两端有径向小轴承(266), 由带螺纹的轴承压盖(267)把它固 定在转臂 (262) 上。 横轴(264)上穿有三个圆形挡板 (265), 中间以不同长度顶圈 (269) 分开。 为了预防挡板(265)的移动, 在它(265)和轴承(266)之间还有一个小顶圈(268)。 3/为了支撑整个三角形导轮, 所以必须要有一个支架。在底板(273)上焊接二条由钢板切出 来的短前脚(271)和二条长后脚(270), 前脚(271) 比后脚(270) 宽一些。 支架二侧上部 和中部焊接扁钢 (274) 来加固; 前后则焊接钢管 (272) 来加固。 后脚 (270) 顶部用螺母 6. The technical characteristics of the water pipe and cable guide are as follows: 1/ Take two smaller round steel plates (261), the edges of which are connected to three fixed pipes (263), and the two round steel plates (261) are symmetrically welded on the circumference. Steel plate - guide wheel arm (262), and a fixed tube (263) is welded between the three pairs of arms. This constitutes a triangular guide wheel, but its axis of rotation is not at the center of the guide wheel, but at a fulcrum of the wheel. This structure facilitates the turning of the entire guide wheel and does not affect the lifting and lowering of the TT machine. 2/ Install a horizontal shaft (264) on the outer ends of the two pairs of arms (262), with radial small bearings (266) at both ends, and fix them to the arm by a threaded bearing gland (267) (262) ). The horizontal axis (264) is provided with three circular baffles (265) separated by a top ring (269) of different lengths. To prevent movement of the baffle (265), there is a small top ring (268) between it (265) and the bearing (266). 3/ In order to support the entire triangular guide wheel, a bracket must be provided. Two short forefoot (271) and two long rear legs (270) cut from the steel plate are welded to the bottom plate (273), and the front leg (271) is wider than the rear leg (270). The upper and middle welded flat steels (274) are reinforced on both sides of the bracket; the welded steel tubes (272) are reinforced before and after. Rear foot (270) top nut
(276)固定一条拉杆 (275),其中部穿一段滚筒(279),两端各穿一段胶管 (280)。前脚 (271 ) 上部二侧各开一个螺紋孔。 4/于另一对转臂(262)外端的相应位置各开一个圆孔, 其中同样 穿过一根稍长一点的横轴(264), 二端同样安装有径向轴承(266), 但不是在转臂(262)上, 而是用轴承压盖(267) 固定在支架前脚(271) 的螺紋孔上。 为便于导肉, 于转臂(262)之 间加稍大一点的顶圈 (269); 于轴承 (266) 和转臂 (262) 之间加稍小一点的顶圈 (268); 此外, 还于转臂 (262)和支架前脚 (271)之间加大垫圈 (278)。 5/于靠近后脚 (270) 的一 对转臂的下侧选择适当位置各钻一个孔, 并系一根小钢丝绳 (277)。 7、 钻扩钻头的技术特征如下: 1/本钻 ^1"钻头上部必须接上变换接头 (304 ) 后, 才与桩 机配合使用, 可打正、 反循环钻进。 2/与前人的钻扩钻头有些不同, 前人下部铰接部份固定 不动, 而上部铰接部份则是活动的。 本设计与前人的正好相反, 固定上部铰接座, 而使下部(276) Fix a tie rod (275) with a section of the roller (279) and a hose (280) at each end. The front leg (271) has a threaded hole on each of the upper two sides. 4/open a corresponding hole at the corresponding position of the outer end of the other pair of arms (262), which also passes through a slightly longer horizontal axis (264), and the second end is also fitted with a radial bearing (266), but Instead of the arm (262), the bearing gland (267) is attached to the threaded hole in the front foot (271) of the bracket. To facilitate the introduction of meat, add a slightly larger top ring (269) between the arms (262); add a slightly smaller top ring (268) between the bearing (266) and the arm (262); A washer (278) is also enlarged between the arm (262) and the front foot (271) of the bracket. 5/ Drill a hole in the appropriate position on the lower side of the pair of arms near the rear foot (270) and attach a small wire rope (277). 7. The technical characteristics of the drill bit are as follows: 1/ This drill ^ 1 "The upper part of the drill must be connected with the change joint (304), and then it can be used with the pile machine to drill positive and reverse circulation. 2/ with the predecessors The drill bit is somewhat different, the lower hinge part of the front is fixed, and the upper hinge part is movable. The design is opposite to the previous one, fixing the upper hinge seat and making the lower part
.铰接座活动。 在钻扩过程中, 导向钻头 (1 )在上部重大压力作用下, 它首先刻取岩层, 从而 使焊接在中心内管 (291 ) 的内外六角形钢管 (292) 跟着下降, 也带动了上连接铰座 (301 ) 下降, 于是连杆(300)推动扩底翼片(297 )慢慢张开。 当预先固定在内外六角形钢管(292) 上的限位座 (2")项到下铰座 (295) 时, 糞片 (297 ) 张开至最大限度, 此时导向钻头 (1 ) 和扩底翼片 (297) 同步下降。 这里的导向钻头 (1 ) 首先刻取岩层有如下用途: 一是定位作 用; 二是在打反循环钻进时有利残碴集中于导向钻头。 3/下滑动套 (293) 也是六角形钢管, -其表面对称焊接三个扩底翼片铰座 295) W三个钻进翼片固定座(294)。,可单独安装扩底翼 片 (297 )或钻进翼: t (296 ), 也可二者同时安装, 也就是可单独扩底或钻进, 也可同时钻进 及扩孔。 4/如果要长距离钻进, 又不必下入套管, 则只需于钻扩钻头上部和变换接头 (304) 下部之间加接管状钻杆 (290) 即可达目的。 此管状钻杆终孔后又可作为灌注混凝土的导管。 5/为了解决于中途某一地段扩孔问 , 这里在钻扩钻头卞部增加一个三脚扩孔吊篮。 使用时. ffi它的三个脚 ( 284 ) 倒转用螺栓阇定于钻进翼片固定座 (294.) 上。 下部用螺纹加接扩孔导 向钻头 (287)。 在开始扩孔时, 它 (287) 不钻进, 只有当扩底翼片 (297) 张开到最大限度 时它们才同步钻进。 可用正、 反 环方法把岩屑排往地表。' :Hinged seat activity. During the drilling and expansion process, the pilot bit (1) is firstly engraved under the action of the upper part of the pressure, so that the inner and outer hexagonal steel tubes (292) welded in the central inner tube (291) are followed by the lowering, which also drives the upper connection. The hinge (301) is lowered, and the link (300) pushes the bottom flap (297) to slowly open. When the limit seat ( 2 ") on the inner and outer hexagonal steel tubes (292) is pre-fixed to the lower hinge (295), the dung piece ( 297 ) is opened to the maximum, and the drill bit (1) and the extension are now expanded. The bottom wing (297) is descending synchronously. The guiding drill bit (1) here firstly has the following uses for the rock formation: one is the positioning function; the other is that the residual debris is concentrated on the guiding bit during the reverse circulation drilling. The sleeve (293) is also a hexagonal steel tube, - its surface is symmetrically welded with three expanded bottom hinges 295) W three drilled fin holders (294). The bottom extension flaps (297) or drills can be separately installed. Inlet: t (296), or both can be installed at the same time, that is, it can be separately expanded or drilled, or drilled and reamed at the same time. 4/If you want to drill long distances, you do not need to enter the casing. It is only necessary to add a tubular drill pipe (290) between the upper part of the drill bit and the lower part of the change joint (304). This tubular drill pipe can be used as a conduit for concrete pouring. Reaming in a certain section of the middle, here, add a three-legged reaming basket to the top of the drill bit. Ffi Its three feet ( 284 ) are inverted and bolted to the drilling fin holder (294.). The lower part is threaded to ream the reaming drill bit (287). At the beginning of reaming, it (287) Without drilling, they will only be drilled synchronously when the bottom flaps (297) are opened to the maximum. The cuttings can be discharged to the surface using the positive and negative loop methods.
8、冲击抽筒二合一钻头的技术特征如下: 1/前人把冲击钻 和抽筒作为二个独立的钻进 .工具, 而这里把二者结合为一体, 在冲击钻头上部安装一个储斗, 储斗底部另外安装四个活 '阀。 当钻头迅速下降的时候, 冲洗液及废碴的体积迅速澎胀, 此时它们只好沿着三个途径上 升,一是透气管(327),二皇储斗和修孔圈(312 )之间的下大上小环状空间,三是活阀盖(322) 被逼打开, 冲洗液及废碴直接从此进入储斗。.最后在重力作用及受到上部挡碴板(330).的阻 挡后, 它们改变方向迅速降入储斗内。 此时活阀盖(322)也自动下降封闭。 2/无论是长刃片 (316) 或短刃片 (图中看不见) 都做成活动的, 用螺栓 (344) 固定于厚钢板 (311 ) 槽中。 刃片 (316) 下部又开有纵向槽, 其中连续焊接平 放矩形薄片合金 (317), 然后再在砂轮上 磨出刃来。 用钝后再拿下来加工。 3/中心管 (:310) 下设计长钻头 (318) 和短钻头 (342), 主要方便终孔后用正、 反循环洗孔。 长钻头(318)带勒骨, 适宜较软一点的地层钻进, 做导 向之用。 短钻头 (.342 ) 不带勒骨, 和长刃片 (316) 在同一平面上, 适宜硬基岩钻进。 4/十 字厚钢板 (311 )外圆焊接一个修孔圈 (312), 下部焊接有柱状合金片 (2), 供修整、 保护孔 壁及导向之用。 5/活阀不直接固定在储斗底板上, 这样不便修理, 而是分成四个把它固定在 另外一块活阀底板 (321 ) 上, 然后用螺栓固定在储斗底板 (313 ) 上, 这样可随时拿下来修 理。 6/在冲击钻进中不接长高压管(150), 变径接头 (331 )应用螺纹盖封闭。 终孔后接上长 高压管 (150), 可用正、 反循环洗孔。 8. The technical characteristics of the impact pumping 2-in-1 drill bit are as follows: 1/The former used the impact drill and the pumping drum as two independent drilling tools. Here, the two are combined into one, and a storage is installed on the upper part of the impact drill bit. Bucket, four live 'valves are installed at the bottom of the bucket. When the drill bit drops rapidly, the volume of flushing liquid and waste sputum rapidly expands. At this time, they have to rise along three ways. One is the vent pipe (327), between the two royal buckets and the hole repairing ring (312). The upper and lower small annular space, the third is that the valve cover (322) is forced to open, and the flushing liquid and the waste liquid directly enter the storage bucket. Finally, after gravity and being blocked by the upper sill (330), they change direction and quickly drop into the hopper. At this time, the valve cover (322) is also automatically lowered and closed. 2/ Both the long blade (316) or the short blade (not visible in the figure) are made active and bolted to the thick steel plate (311) with bolts (344). The lower part of the blade (316) is further provided with a longitudinal groove in which the rectangular thin-plate alloy (317) is continuously welded, and then the blade is ground on the grinding wheel. Use blunt and then take it down and process it. 3/Center tube (:310) Design long drill bit (318) and short drill bit (342), which is mainly convenient for normal and reverse circulation washing after final hole. Long bit (318) with a bone, suitable for a softer layer of drilling, for guiding purposes. The short drill bit (.342) does not have a bone, and the long blade (316) is on the same plane, suitable for hard rock drilling. The 4/cross thick steel plate (311) is welded with a hole repairing ring (312), and the lower portion is welded with a columnar alloy piece (2) for trimming, protecting the hole wall and guiding. 5/The valve is not fixed directly on the bottom of the bucket, so it is inconvenient to repair, but it is divided into four to fix it in The other valve bottom plate (321) is then bolted to the bottom plate (313) so that it can be removed for repair at any time. 6/ The long high pressure pipe (150) is not connected during the impact drilling, and the reducer joint (331) is closed by a screw cap. After the final hole, connect the long high pressure pipe (150), and wash the holes with positive and negative circulation.
9、 手摇或电动水管卷扬机的技术特征如下: 1/设计目的主要为了减轻体力劳动强度。 当桩机在缓慢下降的时候, 高压管(150)当然也跟着下降。 但为了达到同步目的, 这里通过 调整楔形摩擦木块 (383 ) 和带三角槽磨擦轮 (382) 的磨擦力来控制, 此磨擦力应该是使桩 机轻轻拉动高压管(150)便能自动跟下。当要缓慢提升桩机的时候,先把楔形磨擦木块(383) 松开, 然后把经过变频后的电流输入带动卷扬 的电动机, 可以使高压管(150)的上升速度 略大于钢绳上升速度, 然后使用磨擦木块 (383 ) 去人为控制, 使它们的上升速度大致相等。 2/本设计右边加上了一个水管防转器, 可保证冲洗液及废碴在高压管(150 )内连续输送或抽 吸过程。 特别是在正循环钻进的时候, 使用此卷扬机十分方便。 但对于用在反循环钻进时, 大量砂、 石及冲洗液长时间在弯曲管内流动, 是否有堵塞现象, 要经过进一步实践才知道。 3/本设计增 ώ了一个手摇机构, 并不是落后, 而是在短距离内提升高压管(150)时可不起动 电机, 简单地用手摇解决。 万一有时高压管(150)下得太快,,又来不及煞制, 此时抓住脚臂 ( 381 ) 就可以解决问题。  9. The technical characteristics of the hand or electric water pipe winch are as follows: 1/ The design purpose is mainly to reduce the physical labor intensity. When the pile driver is slowly descending, the high pressure pipe (150) of course also descends. However, for synchronization purposes, this is controlled by adjusting the frictional force of the wedge-shaped friction wood block (383) and the triangular grooved friction wheel (382). This friction force should be such that the pile driver can gently pull the high-pressure pipe (150) to automatically Followed. When the pile driver is to be slowly lifted, the wedge-shaped friction block (383) is loosened, and then the converted current is input to drive the hoisted motor, so that the rising speed of the high-pressure pipe (150) is slightly larger than that of the steel rope. Speed, then use the friction block (383) to artificially control them so that their ascending speed is approximately equal. 2/ A water pipe anti-rotation device is added to the right side of the design to ensure continuous flushing or pumping of the flushing liquid and waste water in the high pressure pipe (150). Especially when drilling in a positive cycle, it is very convenient to use this winch. However, when used in reverse circulation drilling, a large amount of sand, stone and rinsing liquid flow in the curved pipe for a long time, and there is a blockage phenomenon, which is known after further practice. 3/ This design adds a hand-cranking mechanism, not backward, but does not start the motor when lifting the high-pressure pipe (150) within a short distance, simply by hand. In case the high pressure tube (150) is too fast, and it is too late to control, then grasping the arm (381) can solve the problem.
10、卸料塔漏斗下部滚筒开关的技术特征如下: 1/本设计是把两根短园筒(滚筒)(391 )、 ( 392 )切去其中间的一半, 两端留下少部份, 并焊接园塞 (397), 中间各穿一根轴 (400)、 ( 403 ), '并于轴的一侧各固定一个使分度园直径和滚筒外径相同的园柱齿轮 (401 ), 它们应 该互相啮合。 2/如使右侧齿轮(401 )作顺时针方向转动,则也会带动各自同一轴上的园筒(滚 筒)(391 )、 ( 392 )作相对滚动。 当它们转到被切去的部份时就出现裂缝, 开关打开。 若转到 两个切面相对且互相垂直时则开关打开最大。 之后, 如还继续顺时针方向转动则幵关又慢慢 变小, 只有当两个园筒表面互相接触时, 幵关完全关闭。 3/只要右侧齿轮永远保持顺时针方 向转动,·则滚筒 (391 )、 (392 ) 总是向上张幵运动, 而且有一个向上提升的作用力, 所以不 管上部有多少的石块也阻挡不了它们的转动。 但是开关在幵始关闭时, 滚筒 (391 )、 (392) 受到的阻力会大一些, 因此时大量的石块会落在半边的园筒内。 这里唯一的解决办法是在左 滚筒(392 )下部多切除一些, 造成在转动中它们的边缘高低不一致, 使一些岩屑很容易倒向 左边, 不致于 "卡死"滚筒。 4/左(392)、 右 ( 391 )滚筒上部用螺栓固定有 "泥刷" (393 ), 磨损后可更换, 保持其密封性。  10. The technical characteristics of the lower drum switch of the discharge tower funnel are as follows: 1/ This design cuts two short cylinders (rollers) (391) and (392) into half of them, leaving a small part at both ends. And welding the plugs (397), each of which has a shaft (400), (403), and is fixed on one side of the shaft with a cylindrical gear (401) having the same diameter and the outer diameter of the drum. They should mesh with each other. 2/ If the right gear (401) is rotated clockwise, the cylinders (rollers) (391) and (392) on the same shaft will also be driven to roll relative to each other. A crack occurs when they turn to the cut portion, and the switch opens. If the two sections are opposite and perpendicular to each other, the switch opens to the maximum. After that, if you continue to rotate clockwise, the sag will gradually become smaller. Only when the surfaces of the two cylinders touch each other, the slam is completely closed. 3/ As long as the right gear always rotates clockwise, the rollers (391) and (392) always move upwards and have an upward lifting force, so no matter how many stones are in the upper part, they can't stop it. Their rotation. However, when the switch is initially closed, the rollers (391), (392) will be subjected to a greater resistance, so that a large number of stones will fall in the half of the cylinder. The only solution here is to cut more of the lower part of the left roller (392), causing their edges to be inconsistent during the rotation, so that some cuttings can easily fall to the left without "clamping" the roller. 4/Left (392) and right (391) The upper part of the drum is bolted with a "mud brush" (393), which can be replaced after wear to maintain its tightness.
PCT/CN2008/001608 2007-09-14 2008-09-11 A bored pile drilling machine WO2009049470A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN200710153982.8 2007-09-14
CN2007101539828A CN101144278B (en) 2006-10-29 2007-09-14 Integrated multifunctional hole-drilling pile-filling machine

Publications (1)

Publication Number Publication Date
WO2009049470A1 true WO2009049470A1 (en) 2009-04-23

Family

ID=40566976

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2008/001608 WO2009049470A1 (en) 2007-09-14 2008-09-11 A bored pile drilling machine

Country Status (1)

Country Link
WO (1) WO2009049470A1 (en)

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105065020A (en) * 2015-08-09 2015-11-18 刘玉秋 Rhombic pipe jacking equipment
CN105806667A (en) * 2016-05-11 2016-07-27 西北农林科技大学 Portable precipitation isotope sampler
CN107476764A (en) * 2017-10-11 2017-12-15 上海长凯岩土工程有限公司 A kind of Drilling by circulation rig cylinder bores
CN107747482A (en) * 2017-11-15 2018-03-02 淮南矿业(集团)有限责任公司 Underground eyelet dredger
CN108915606A (en) * 2018-07-29 2018-11-30 徐州景安重工机械制造有限公司 A kind of full circle swinging drill machine with casing driving device mounting seat
CN109570574A (en) * 2018-12-05 2019-04-05 徐州胜海机械制造科技有限公司 A kind of engineering machinery ironcasting drilling scrap recyclable device
CN110593761A (en) * 2019-10-22 2019-12-20 徐州盾安重工机械制造有限公司 Pumping full casing drilling machine
CN111766095A (en) * 2020-06-24 2020-10-13 生态环境部南京环境科学研究所 Layered sampling device for soil detection and using method thereof
CN113373925A (en) * 2021-06-02 2021-09-10 中交一公局第一工程有限公司 Method and device for installing steel sheet pile in sandstone stratum by rotary drilling rig
CN113898308A (en) * 2021-10-14 2022-01-07 中铁工程装备集团有限公司 Slag collecting device suitable for raise boring machine construction
CN113931572A (en) * 2021-09-22 2022-01-14 中交路桥华南工程有限公司 Construction method of large-diameter pile foundation of composite stratum and drill bit system
CN114198024A (en) * 2021-11-02 2022-03-18 长江岩土工程有限公司 Deep water drilling sleeve positioning device
CN114478093A (en) * 2021-12-13 2022-05-13 王相君 Quick fermentation equipment of fertilizer
CN114562209A (en) * 2022-02-25 2022-05-31 青岛市勘察测绘研究院 Edge reinforcement formula reaming device for geotechnical engineering
CN115306352A (en) * 2022-08-31 2022-11-08 四川工程职业技术学院 Open flow device and preparation method thereof
CN117365268A (en) * 2023-12-08 2024-01-09 枣庄矿业(集团)有限责任公司柴里煤矿 Drilling and punching equipment for mine

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4253531A (en) * 1979-10-17 1981-03-03 Boros Ladislav J Self-balancing vibratory drill apparatus
AU5597590A (en) * 1989-06-09 1990-12-13 Sandvik Ab Drill tool
CN2175822Y (en) * 1993-08-14 1994-08-31 山东省临清市水利局排灌机械厂 Post hole driller
CN2193919Y (en) * 1993-05-19 1995-04-05 地质矿产部西北探矿机械厂 Heavy-calibre foundation pile drilling machine
US20020117336A1 (en) * 2001-02-27 2002-08-29 Harvey Tremblay Drilling apparatus
US20040195005A1 (en) * 2003-04-01 2004-10-07 Te-Pin Tsai Well drilling system and its method
DE202005012722U1 (en) * 2005-06-10 2005-10-20 Geomechanik Wasser- Und Umwelttechnik Gmbh Hammer-drilling arrangement for drilling purposes comprises a hammer-drill head, a flushing medium supply unit, a drill pipe with a conveying channel for the drillings and an overlaying pipe connected to a drilling crown
CN101144278A (en) * 2006-10-29 2008-03-19 叶世昌 Integrated multifunctional hole-drilling pile-filling machine

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4253531A (en) * 1979-10-17 1981-03-03 Boros Ladislav J Self-balancing vibratory drill apparatus
AU5597590A (en) * 1989-06-09 1990-12-13 Sandvik Ab Drill tool
CN2193919Y (en) * 1993-05-19 1995-04-05 地质矿产部西北探矿机械厂 Heavy-calibre foundation pile drilling machine
CN2175822Y (en) * 1993-08-14 1994-08-31 山东省临清市水利局排灌机械厂 Post hole driller
US20020117336A1 (en) * 2001-02-27 2002-08-29 Harvey Tremblay Drilling apparatus
US20040195005A1 (en) * 2003-04-01 2004-10-07 Te-Pin Tsai Well drilling system and its method
DE202005012722U1 (en) * 2005-06-10 2005-10-20 Geomechanik Wasser- Und Umwelttechnik Gmbh Hammer-drilling arrangement for drilling purposes comprises a hammer-drill head, a flushing medium supply unit, a drill pipe with a conveying channel for the drillings and an overlaying pipe connected to a drilling crown
CN101144278A (en) * 2006-10-29 2008-03-19 叶世昌 Integrated multifunctional hole-drilling pile-filling machine

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
DATABASE WPI Week 199050, Derwent World Patents Index; AN 1990-370330 *

Cited By (25)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105065020A (en) * 2015-08-09 2015-11-18 刘玉秋 Rhombic pipe jacking equipment
CN105806667B (en) * 2016-05-11 2023-08-04 长安大学 Portable precipitation isotope sampler
CN105806667A (en) * 2016-05-11 2016-07-27 西北农林科技大学 Portable precipitation isotope sampler
CN107476764A (en) * 2017-10-11 2017-12-15 上海长凯岩土工程有限公司 A kind of Drilling by circulation rig cylinder bores
CN107747482A (en) * 2017-11-15 2018-03-02 淮南矿业(集团)有限责任公司 Underground eyelet dredger
CN107747482B (en) * 2017-11-15 2024-01-02 淮南矿业(集团)有限责任公司 Underground hole dredging device
CN108915606A (en) * 2018-07-29 2018-11-30 徐州景安重工机械制造有限公司 A kind of full circle swinging drill machine with casing driving device mounting seat
CN108915606B (en) * 2018-07-29 2023-10-20 徐州景安重工机械制造有限公司 Mounting base of driving device of full-rotation casing drilling machine
CN109570574A (en) * 2018-12-05 2019-04-05 徐州胜海机械制造科技有限公司 A kind of engineering machinery ironcasting drilling scrap recyclable device
CN110593761A (en) * 2019-10-22 2019-12-20 徐州盾安重工机械制造有限公司 Pumping full casing drilling machine
CN111766095A (en) * 2020-06-24 2020-10-13 生态环境部南京环境科学研究所 Layered sampling device for soil detection and using method thereof
CN113373925A (en) * 2021-06-02 2021-09-10 中交一公局第一工程有限公司 Method and device for installing steel sheet pile in sandstone stratum by rotary drilling rig
CN113931572B (en) * 2021-09-22 2024-01-19 中交路桥华南工程有限公司 Construction method of large-diameter pile foundation of composite stratum and drill bit system
CN113931572A (en) * 2021-09-22 2022-01-14 中交路桥华南工程有限公司 Construction method of large-diameter pile foundation of composite stratum and drill bit system
CN113898308B (en) * 2021-10-14 2024-03-29 中铁工程装备集团有限公司 Slag collecting device suitable for construction of well reversing drilling machine
CN113898308A (en) * 2021-10-14 2022-01-07 中铁工程装备集团有限公司 Slag collecting device suitable for raise boring machine construction
CN114198024A (en) * 2021-11-02 2022-03-18 长江岩土工程有限公司 Deep water drilling sleeve positioning device
CN114198024B (en) * 2021-11-02 2024-03-15 长江岩土工程有限公司 Positioning device for deep water drilling sleeve
CN114478093A (en) * 2021-12-13 2022-05-13 王相君 Quick fermentation equipment of fertilizer
CN114478093B (en) * 2021-12-13 2022-11-22 四川省眉山益稷农业科技有限公司 Quick fermentation equipment of fertilizer
CN114562209A (en) * 2022-02-25 2022-05-31 青岛市勘察测绘研究院 Edge reinforcement formula reaming device for geotechnical engineering
CN114562209B (en) * 2022-02-25 2023-05-23 青岛市勘察测绘研究院 Edge reinforcement type reaming device for geotechnical engineering
CN115306352A (en) * 2022-08-31 2022-11-08 四川工程职业技术学院 Open flow device and preparation method thereof
CN117365268A (en) * 2023-12-08 2024-01-09 枣庄矿业(集团)有限责任公司柴里煤矿 Drilling and punching equipment for mine
CN117365268B (en) * 2023-12-08 2024-02-20 枣庄矿业(集团)有限责任公司柴里煤矿 Drilling and punching equipment for mine

Similar Documents

Publication Publication Date Title
WO2009049470A1 (en) A bored pile drilling machine
CN101144278B (en) Integrated multifunctional hole-drilling pile-filling machine
CN105569560B (en) A full set of tubular type long auger stake machine and the method for utilizing the ram machine construction
CN2906026Y (en) Double-barrel hard rock core drill for large-diameter pile hole
CN204753589U (en) A static pressure stake machine complete machine is planted in reaming
AU2010241465B2 (en) Underwater drilling arrangement and method for introducing a tubular foundation element into the bed of a body of water
CN104047542B (en) Embedding rock taper pile impacts drilling pipe hammer system and embedding rock taper pile impacts construction method
CN105298390B (en) A kind of equipment of exploiting ocean oil
CN102330536A (en) Lifting type diving rotary drilling rig with turbine pump
CN109653682A (en) Bore the adjustable drill bit of diameter and hole digging machine
CN102182180B (en) Rotary extrusion sleeve anchor rod and construction method thereof
CN106013150B (en) A kind of pile press machine
CN201746831U (en) Turbopump-lifting downhole and rotary drilling machine
CN201943066U (en) Screw rod pile machine
CN205100881U (en) Side direction is smashed formula and is dug crowded counterboring machine soon
CN109098655B (en) Multi-power composite drilling tool, preparation method and pile
CN212477725U (en) Pile machine of split combined type full-pile casing
CN205934925U (en) Pile pressing machine
CN102251518B (en) Rotary pump perforating piling machine
CN201372434Y (en) Rotation jet impact pile driving and extracting machine
CN105544551B (en) A kind of super-long filling pile quickly transfers the construction method of steel reinforcement cage
JP2004131923A (en) Extracting method for existing underground structure
CN202023499U (en) Piling machine for holing through rotary pump
CN209162815U (en) A kind of Screw Pile and its construction tool
CN206570796U (en) A kind of circulating high pressure water clears up the device of pile tube stake holes

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 08800601

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 08800601

Country of ref document: EP

Kind code of ref document: A1