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Publication numberUS3730283 A
Publication typeGrant
Publication dateMay 1, 1973
Filing dateNov 17, 1970
Priority dateNov 17, 1970
Also published asDE2056598A1, DE2056598B2, DE2056598C3
Publication numberUS 3730283 A, US 3730283A, US-A-3730283, US3730283 A, US3730283A
InventorsAlkasarov J, Belov L, Burshtein M, Golbinshtein A, Gurkov K, Kostylev A, Lavrov N, Legechev N, Malbert P, Mikushin D, Nazarov N, Reinsburg A, Terskov A, Tkach K
Original AssigneeAlkasarov J, Belov L, Burshtein M, Golbinshtein A, Gurkov K, Kostylev A, Lavrov N, Legechev N, Malbert P, Mikushin D, Nazarov N, Reinsburg A, Terskov A, Tkach K
Export CitationBiBTeX, EndNote, RefMan
External Links: USPTO, USPTO Assignment, Espacenet
Method of reaming ground through holes and device for effecting same
US 3730283 A
Abstract
A method of reaming through holes by destroying the soil layers adjacent to the hole, and a device for effecting this method, in which the reamer is provided with means used for destroying in the hole the adjacent layers of the soil.
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Description  (OCR text may contain errors)

United States Patent 1191' Kostylev Ct 61'.

METHOD OF REAMING GROUND THROUGH HOLES AND DEVICE FOR EFFECTING SAME [22] Filed:

451 May 1, 1973 Nov. 17, 1970 [21] Appl. No.: 90,267

Inventors; Alexandr Dmitrievich Kostylev, ulitsa Derzhavin a, 19, kv. 44; Konstantin Stepanovich Gurkov, ulitsa Derzhavina, 19, kv. 28; Khaim'Berkovich Tkach, ulitsa Kashurnikova, 34, kv.

3; Nikolai Grigorievich Nazarov,

ulitsa Gogolya, 3, kv. 10; Petr Eduardovich Malbert, ulitsa Kotovskogo, 8, kv. 7; Nikolai Sergeevich Lavrov, ulitsa Demyana Bednogo, 70, kv. 62; Jury Innokentievich Alkasarov, ulitsa Sennaya, 36, kv. 36; Nikolai Leontievich Legechev, ulitsa Vatutina, 14, kv. 17, all of Novosibirsk; Alexandr Isovich Golbinshtein, Leningradsky prospekt,

109, kv. 24, Moscow; Alexandr Mironovich Reinsburg, ulitsa Mendeleeva, 5/7, kv. 12, Odessa; Mikhail 'Vladimir ovich Burshtein, ulitsa Pushkina, l5, kv. l0, Odessa;

' Dmitry Pavlovich Mikushin, ulitsa Pervomaiskaya, 6, kv. 6, Novosibirsk; Alexei Danilovich Terskov, ul. Bljukhera, 21, kv. 74, Novosibirsk; Leonid Stepanovich Belov, ulit sa 0rdzhonikidze, 49, kv. 89, Novosibirsk, all of USSR.

521' us. on ..175/53, 175/62 51 Int. Cl ..E2lc 23/00 [58] Field of Search ..175/53, 62, 389, 175/890, 406, 407

[56] References Cited UNITED STATES PATENTS 1 2,746,719 5/1956 S eligman ...175/53 2,664,273 12/1953 Merrickm. 175/53 x 2,707,616 5/1955 Schad ..175/62 x 3,297,099 l/l967 Adams et a] ..175/53 3,482,641 12/1969 Atkins 61. a]. ..175/53 Primary ExaminerDavid H. Brown Assistant Examiner-Richard E. Favreau Attorney-Waters, Roditi, Schwartz & N iss en [5 7 ABSTRACT A method of reaming through holes by destroying the soil layers adjacent to the hole, and-a device for effecting this method, in which the reamer is provided with means used for destroying in the hole the adjacent layers of the soil.

5 Claims, 6 Drawing Figures P ge ed, May 1, 1973' 2 Sheets-Sheet l m nzk SW u A b a; v o

Patentgd May 1, 1973 2 Sheets-Sheet -2 The present invention relates to methods of reaming ground through-holes, and to devices for effecting these methods.

At present, widely known in the art is a method of reaming preliminarily formed through-holes by double packing adjacent layers of the soil, as a result of which the holes are reamed to a required diameter. Usually, the packing is not carried out more than two times, since further packing is generally inefficient and requires much energy.

The above method is disadvantageous in that the formation of holes of large diameters may bring about bulging which may result in destruction of constructions, such as railway tracks or highways, disposed thereabove. Experiences show that the abovedescribed method can be applied only in the cases when the diameter of the hole does not exceed 400 Additionally, the prior art method of forming reamed holes by packing consumes large quantities of energy,

and thereforerequires use of powerful devices.

In order to carry out the method of reaming holes by packing, use is generally made of devices statically of the following two types: devices acting upon the ground and those dynamically acting upon the ground.

In both cases the working member (tool) of the device is essentially a reamer, Le, a conically-shaped body. i

In the static-action device the reamer is drawn through a hole by means of jacks acting on the reamer through the intermediary of rods.

Also known in the art are static-action devices having a reamer which is drawn through a hole by means of a hoist.

These devices are disadvantageous in that they are generally inefficient and require large quantities of energy.

The devices that act upon the ground dynamically incorporate essentially a percussive mechanism in which a reamer is mounted in the head portion thereof. Under the action of an impact impulse the devices are moved forwardly and their reamer moves the soil aside, thereby reaming the hole.

All the afore-described devices can be used only for carrying out methods of reaming holes by packing the soil.

It is an object of the present invention to eliminate the disadvantages of the conventional method of reaming holes through provision of an improved and novel reaming method, and to provide a device for carrying out the improved method.

Accordingly, a primary object of the present invention is to provide a method of reaming holes, which is based on the principle of removal of the soil from the hole rather than on the principle of packing the soil adjacent to the hole, and furthermore provides for a device for carrying out the inventive method.

This object is accomplished in that the method of reaming ground through-holes, according to the invention, consists of in that the soil layers adjacent to the hole are destroyed. simultaneously with the blowingthrough of the hole in the direction in which it is being reamed. l I

In order to carry out the method with the device for reaming ground through holes, the device is essentially a body which is moved through thehole by means of a drive, and includes a reamer mounted at the head por' tion thereof. In accordance with the invention, the walls of the reamer constitutea lattice and form in the tail portion of the reamer a chamber which is connected with a compressor, being provided at the front portion thereof with a nozzle.

It is expedient. to construct the lattice walls of the reamer from rings-cutters of different sizes, which are arranged one after another as their diameters increase, and which are interconnected by ribs.

In order to protect the rings against boulders or other encountered obstacles which cannot be packed, the

ribs interconnecting the rings-cutters are disposed in such a manner so as to protrude outside relative to the rings.

In view of this embodiment of the ribs, the aforementioned obstacles or boulder are moved aside during operation of the device.

- In order to prevent the nozzle passage from being clogged, and to provide for a more effective destruction of the soil cuttings, a disc accommodating nozzles which are built therein, mounted tangentially and bodiments of the present invention is given with reference to the accompanying drawings in which:

FIG. 1 shows a ground through-hole reamed for 3.

portions of its length by the method according to the invention; g

FIG. 2 shows a longitudinal sectional view of a first embodiment of the device for reaming the hole by the method according to the invention;

FIG. 3 is a section taken along line 111 in FIG. 2;

FIG. 4 is a section taken along line lV--lVin FIG. 2;

FIG. 5 shows a longitudinal sectional view of a second embodiment of the device for effecting the' method of reaming the hole according to the invention; and

FIG. 6 is a section taken along line Vl-Vl in FIG. 5. The method according to the present invention is adapted for reaming through-holes which by means of any conventional device.

Holes may bereamed with any of the belowfrom the hole by an air flow generated by the compressor and which directed along the hole being reamed.

are preliminarily formed by any conventional method and In order to keep the particles of the ground soil in a loose or suspended state, the speed of the air flow must be maintained sufficiently high.

In practice, the method can be applied to the reaming of holes in any soil, in a coal seam, or the like.

FIG. 2 shows an embodiment of the device designed for carrying out the method according to the invention.

The device comprises a percussive mechanism 1 consisting of a body 2 with a percussor (not shown in the drawing) movable within the body; and a reamer 3 secured tothe front portion of the body 2 of the percussive mechanism 1.

The reamer 3 is formed by ring-shaped cutters 4 of different diameters, arranged one after another as their diameters increase. The cutters 4 are interconnected by ribs 5 which are secured by means of a coupling 6 (FIG.2 on the body 2.

The ribs 5 are made so that they protrude outside relative to the cutting edges of the cutters 4. Because of this construction, in case the reamer encounters a boulder or some other obstacle that cannot be ground or packed, the latter is moved aside by the inclined surfaces of the ribs 5.

At its front or leading end portion the reamer 3 is provided with a nozzle 7, and at its trailing end portion it is connected, by means of a shell 8, with a chamber 9 into which compressed air is supplied from a compressor (not shown in the drawing) through a pipe line 10. Mounted on the pipe line 10 is a support valve 11 which distributes the supply of the compressed air into the body 2 of the mechanism 1 and inside the chamber 9. The compressed air used by the mechanism 1 is also delivered into the chamber 9.

Mounted so as to be capable of free displacement within the shell 8 is a disc 12 with nozzles 13 which are disposed tangentially and are inclined relative to the nozzle of the reamer 7 (FIGS. 2 and 3).

Theface wall 14 of chamber 9 is made of an elastic material, such as rubber. An emergency pressure rise within the chamber 9 caused by the clogging of the passage of the nozzle-7 or of the preliminary hole 15 formed in the ground as shown in FIG. 1, causes deformation of the wall 14, as a result of which a clearance is formed between the wall and the walls of the cut through which the pipe line 10 is laid, so as to thereby vent the compressed air into the atmosphere through the reamed hole 16.

The device functions as follows:

The nozzle 7 of the device is brought into the preliminarily formed hole 15 as shown in FIG. 1, and which extends between two end shafts l5 sunk into the ground.

With the compressed air being conveyed through the pipe line 10, the mechanism I starts delivering blows against the reamer 3, thus providing for advancement of the device along the hole. With the device advancing, the adjacent layers of the soil are cutoff by the annular cutters. the soil passes through the lattice walls of the reamer, and is then ground and carried away to the outside by the air flow along the preliminary hole '15 through the nozzle 7. This forms the enlarged diameter bore hole 15'', as shown in FIG. 1 of the drawings, having a diameter commensurate with the external diameter of the device. I

FIG. 5 shows another embodiment of the device for I reaming holes through the method according to the present invention.

The device comprises a percussive mechanism 17 consisting of a body 18 with a percussor (not shown in the drawing) being movable within the body; and with a reamer 19 being secured on the front portion of the body 18 of the percussive mechanism 17.

The reamer 19 is made integral with a chamber 20 and is provided at the front portion thereof with a nozzle 21. The walls of the reamer and nozzle are provided with orifices 22 (FIGS. 5,6) and 23 (FIG. 5), respec tively.

By means of ribs 24 the reamer l9 and chamber 20 are secured to a coupling 25 which, in turn, is mounted on the front portion of the body 18 of the percussive mechanism 17.

The face wall 26 of chamber 20 is made in a manner analogous to that described with reference to the first embodiment of the device and has an analogous designation.

Compressed air is delivered into the mechanism 17 through a hose 27, and into the chamber 20 through a hose 28.

In general, the device operates in a manner analogous to that of the device of the first embodiment.

As the device advances, the adjacent layers of the soil I are pushed through the orifices 22, and soil particles 29 are conveyed to the outside by the compressed air along the preliminary hole 30. The orifices 23 of the nozzle 21 are designed to prevent packing of the soil disposed ahead of the reamer 19.

What we claim is:

l. A device for reaming ground through holes by destroying the soil layers adjacent to the hole simultaneously with the blowing-through of said hole in the direction of its reaming, comprising a body; a drive for displacing said body through said hole; a reamer mounted at the leading end portion of said body and having lattice walls; said walls of said reamer forming at the trailing end portion thereof a chamber; a compressor communicating with said 'chamber;and a nozzle being provided at the leading end of said reamer.

2. A device according to claim 1, in which a disc accommodating nozzles built therein, mounted tangentially and inclined in the direction of said nozzle of said reamer, is installed inside said chamber of the reame capably of rotating freely.

3. A device according to claim 1', in which the face wall of said chamber of said reamer is made from an elastic material and is provided with a out which in the course of the face wall deformation forms an orifice.

4. A device according to claim 1, in which the walls of said reamer are formed by a system of rings-cutters of different sizes, arranged one after another as their diameters increase and interconnected by ribs.

5. A device according to claim 4, in which 'said ribs interconnecting said rings-cutters protrude outside relative to said rings.

Patent Citations
Cited PatentFiling datePublication dateApplicantTitle
US2664273 *Apr 28, 1950Dec 29, 1953Clark Merrick CharlesEarth cutting tool
US2707616 *Aug 10, 1954May 3, 1955Renther Tiefbau G M B HBoring-head for horizontal drills in water-collecting devices
US2746719 *May 22, 1952May 22, 1956Seligman Alain RDrilling device for large bores
US3297099 *May 28, 1964Jan 10, 1967Ingersoll Rand CoRock drill reamer
US3482641 *Feb 23, 1967Dec 9, 1969Bailie Stanley BApparatus for earth coring
Referenced by
Citing PatentFiling datePublication dateApplicantTitle
US3894402 *Jul 19, 1974Jul 15, 1975Cherrington Martin DApparatus and method for emplacing a conduit along an underground arcuate path
US4507019 *Feb 22, 1983Mar 26, 1985Expand-A-Line, IncorporatedMethod and apparatus for replacing buried pipe
US4634313 *Dec 6, 1984Jan 6, 1987Water Research CentrePipe laying and replacement
US4673312 *May 24, 1985Jun 16, 1987Ed. Zublin AktiengesellschaftMethod and apparatus for the underground installation of pipelines
US4886394 *Jul 27, 1988Dec 12, 1989Kabushiki Kaisha Iseki Kaihatsu KokiShield tunneling machine
US4886396 *May 11, 1988Dec 12, 1989Kabushiki Kaisha Iseki Kaihatsu KokiExisting pipeline renewing method and apparatus therefor
US5238073 *Apr 2, 1992Aug 24, 1993Rear Ian GUphole hammer
US5255749 *Mar 16, 1992Oct 26, 1993Steer-Rite, Ltd.Steerable burrowing mole
US5337837 *Jun 17, 1993Aug 16, 1994Earth Tool CorporationDual-diameter pneumatic ground piercing tool
DE2531582A1 *Jul 15, 1975Jan 29, 1976Tidril CorpVerfahren zum unterfahren eines oberflaechenhindernisses mit einer insbesondere rohrfoermigen schalung
EP0496981A2 *Nov 30, 1991Aug 5, 1992Gelsenwasser AGApparatus for laying pipelines without excavation
EP0795678A1 *Feb 24, 1997Sep 17, 1997Tracto-Technik Paul Schmidt SpezialmaschinenDevice for enlarging the cross-section of a pilot borehole
WO2000055469A1 *Mar 16, 2000Sep 21, 2000Rd Trenchless Ltd OyMethod and apparatus for underground drilling
Classifications
U.S. Classification175/53, 175/62
International ClassificationE21B7/00, E21B7/28, E21B7/26, E21B21/16, E21B7/30, E21B21/00
Cooperative ClassificationE21B7/265, E21B7/26, E21B7/30, E21B7/28, E21B21/16
European ClassificationE21B7/28, E21B7/26, E21B21/16, E21B7/30, E21B7/26B