CN102277906B - Top beam connecting component - Google Patents
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- CN102277906B CN102277906B CN 201110115227 CN201110115227A CN102277906B CN 102277906 B CN102277906 B CN 102277906B CN 201110115227 CN201110115227 CN 201110115227 CN 201110115227 A CN201110115227 A CN 201110115227A CN 102277906 B CN102277906 B CN 102277906B
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Abstract
A top beam connecting component comprises a top beam connecting component body, two top-beam oblique sockets projecting from the top beam connecting component body slantwise and downwards and in an inversed V form, and a horizontal supporting joint horizontally projecting from one side face or two opposing side faces of the top beam connecting component body. Each top-beam oblique socket is provided with a side propping face which is propped against a top beam inserted into the top-beam oblique socket up and down and back and forth; and the horizontal supporting joint is provided with a cross beam-supporting horizontal plane for directly supporting a cross beam. The top beam connecting component has the following advantages that: no upright is needed for supporting at the connection positions of the top beam, the cross beam and the top beam connecting component, so that the connection links of fastening connection or welding by means of a bolt and the like can be greatly reduced and the defects of poor stress and weak connection at the connection position due to over concentration of stress on the connection position between the beam and the column or between the beams are greatly reduced; therefore, the mounting efficiency, the anti-vibration function and the use safety of a building frame structure are greatly improved, and the service life of the building frame structure is prolonged; and the beam-column connecting components can be produced in advance on a large scale and in a standardized manner.
Description
Technical field
The present invention relates to top beam connecting component and forming method, building frame construction and the mounting method of the buildings such as a kind of house, booth, building, particularly relate to the top beam connecting component of the building frame steel work such as a kind of house, booth, building.
Background technology
Existing cement brick is mixed, building construction and the construction method thereof of steel concrete, owing to need to draw framework, fluid concrete etc. with reinforcing bar at the construction field (site), shortcoming below existing: the one, its back timber is filled with first and is built up, and fills with at back timber and builds cement floor, and the annexation of cement floor and back timber is mainly leaned on the back timber and the reinforcing bar on the cement floor, back timber and cement floor are owing to be to fill with at twice to build to form, building cycle is long, and labour intensity is large, pollutes large, noise is large, and the building material waste is large; Two is bearing relation that two relations between the cement solids only have Mechanical loading, cannot set up real integrated internal relations, its poor stability, and function of seismic resistance is poor, application life is short; The 3rd, need to use the constructional materialss such as cement, timber, destroy ecological; The 4th, during housing demolition, building material can't be reused, and causes the wasting of resources, produces a large amount of building wastes and is difficult to process; The 4th, because the deadweight of traditional cement works (high buildings and large mansions) frame construction is very heavy, the Mechanical loading of ground is very large, and is abnormally dangerous a little less than whole building becomes and is highly brittle in case the spot jolts rolling, is unfavorable for very much antidetonation.The above-mentioned deficiency of the building construction of, steel concrete mixed for existing cement brick, existing existing steel structure building.
Existing steel building and construction method thereof, although cement brick is mixed relatively, the building construction of steel concrete and construction method thereof, have many good qualities, but Shortcomings, main manifestations be following some: the one owing to directly connect by securing members such as bolts between the beam and column of existing building steel structure frame or beam and the beam or the connected mode by welding etc., stressed poor, connect fragile, beam, post, the gravity of floor etc. all is delivered at last on the connected node and bears by connecting securing member or weld part, can cause like this stress concentrations between beam and column or beam and beam connected node and make connected node stressed poorer, connect more fragile, this can reduce the safety of existing building frame construction, reduction of service life greatly.This is the technical barrier of the maximum of existing traditional architecture steel structure frame existence.The 2nd, the connecting link that on-the-spot bolt etc. is fastenedly connected or welds is many, and this can improve installation difficulty, reduces installation effectiveness, causes the human cost of site operation and time cost high.The 3rd, the connected mode that connects or weld owing to the employing bolton between traditional architecture steel framework beam and post or beam and the beam, the design that must be connected to connection end separately, processing, when beam or post are wanted the Application standard section bar, it connects the end and just must design in addition and process, when beam or not then specially manufacturing of Application standard section bar of post, dual mode all can't be realized standardized production in enormous quantities, cost is high, beam or column dimension mismachining tolerance also occur easily and produce the connection error, made the link position of original just fragility be difficult to well bear the transmission of building weight loading and load forces.
For the deficiency of existing steel building framework, prior art mainly has again following several improvement:
Application number is in the patent of invention of 03134271.X, discloses a kind of method for designing of environmental protection assembling-disassembling beam column bearing structure, and this invention relates to the support of a kind of scaffolding, particularly a kind of removable house.Scaffolding is connected and composed by house load-bearing pillar, spandrel girder, connector, cap, spandrel girder and load-bearing pillar are pegged graft, load-bearing pillar and cap are pegged graft, fixedly connect with bolt between load-bearing pillar, the cap trip is arranged at the load-bearing pillar top, top center has upper lower prop connecting bolt, there is screw in load-bearing pillar bottom centre, post is connected with connector with intercolumniation, the dovetail of spandrel girder and the dovetail groove on the cap are pegged graft, draw-in groove and the capital cap dovetail of cap bottom are pegged graft, and cap top is that dovetail groove and spandrel girder dovetail are pegged graft.Be different from the pouring of traditional scene, accessory is made in batch production, Assembling, with the member of various sizes at the scene Optional assembling become the house of all styles of, also reusable after pulling down, the minimizing building waste.Realize the standardization of main components, add rubber pad between each parts of generalization building unit, seismic wave is played cushioning effect, strengthen anti-seismic performance.It is detachable after building unit is installed, reusable, reduce a large amount of building wastes, and easy construction, alleviate constructor's labour intensity, solved existing engineering construction surrounding environment is polluted the problem large, that noise is high, the cycle is long, the quality project rate is low.But the load-bearing pillar of this technical scheme is not to adopt existing I-steel, H shape steel, square steel pipe, the Modular building section bars such as round steel pipe, but adopt with complicated suspension column and the non-standard component of column cap, this load-bearing pillar needs one-shot forming to make specially, on the one hand because load-bearing pillar reaches several meters, the one-shot forming load-bearing pillar, die cost and cost of manufacture are quite high, on the other hand, because the height of floor, the stressed size of load-bearing pillar constantly changes, to the high load-bearing pillar that needs different mould molding different lengths in different buildings, the load-bearing pillar that different buildings is needed moulding different size size, further increase die cost, also have, load-bearing pillar is so large, it is very difficult, somewhat unrealistic wanting one-shot forming to make.Semi girder and column cap adopt dovetail groove and dovetail to cooperate, if semi girder adopts the I-steel, H shape steel, square steel pipe, round steel pipe, channel-section steel of standard etc., because its cross section is not solid, so is processed into dovetail, it is stressed poor.
Application number is in 99109701.7 the patent of invention, a kind of building component for steel structure building is disclosed, the steel pipe column that comprises fluid concrete, girder steel support and U shaped girder steel, the girder steel support is configured to around propping up of steel pipe column welding by at least one, each support is by the upper lower holding board that be arranged in parallel, at least one pair of junction plate that radially is vertically set between the lower holding board forms, upper lower holding board has an arc surface, the extension that body part and move towards along every pair of junction plate extends, form at least two pairs of junction plates at the girder steel support, each is fixed together to the corresponding extension of junction plate and upper holding board and lower holding board and an end of U shaped girder steel.Because the girder steel support of this technical scheme is configured to around propping up of steel pipe column welding by at least one, the weld that the gravity of beam, post, floor etc. all is delivered on the connected node at last by steel pipe and support bears, can cause like this stress concentrations between beam and column or beam and beam connected node and make connected node stressed poor, connect fragile, this can reduce the safety of building frame construction, reduction of service life greatly.
Application number is in 200810229754.9 the patent of invention, to disclose a kind of butt connecting component for light steel structured housing construction, comprises nose combination, recessed end combination, upper square tube, lower square tube, crossbeam, wedge plate; It is outside that the top pipe box is contained in nose combination upper end; Nose combination middle part has step, lower end to insert the upper end of recessed end combination; The below pipe box is contained in the outside of recessed end combination lower end; The outer setting of recessed end combination upper end has otic placode, on crossbeam, be connected with the wedge plate by bolt, nuts and washers, with the skewed slot place on the corresponding otic placode that is inserted into recessed end combination of the wedge end of the wedge body of wedge plate and crossbeam combination and by the locking of lateral pin locking member.Because present technique connecting square pipes and crossbeam need to finish by the acting in conjunction of nose combination, recessed end combination, wedge plate, lateral pin, bolt, nut, fixing link is many, particularly the lateral pin and the bolt that are delivered to again at last on the connected node of the gravity of beam, post, floor etc. bears, can cause like this stress concentrations between beam and column or beam and beam connected node and make connected node stressed poor, connect fragile, this can reduce the safety of building frame construction greatly, reduction of service life, install also inconvenient.
Application number is in 00218061.8 the utility model patent, a kind of universal joint device for steel structure building is disclosed, formed by steel corbel, steel column, girder steel, steel corbel comprises node junction plate, web, gusset plate, the node junction plate of steel corbel adopts flute profile shaped steel and web and gusset plate to fix as one, and the node apparatus structure is consistent.This structure on the one hand gusset plate needs cooperate with the profile of steel column, owing to the accuracy of manufacture of steel column is poor, cooperates badly, can affect stressedly, and when steel column was cylindrical tube, its fiting effect was more undesirable; Node junction plate, web, gusset plate are that separate piece is fixed together on the other hand, not one-body molded, it is stressed poor, particularly the gravity load of beam, post, floor etc. the weld and the securing member that are delivered to again at last connected node bears, can cause like this stress concentrations between beam and column or beam and beam connected node and make connected node stressed poor, connect fragile, this can reduce the safety of building frame construction greatly, and shock resistance is poor, reduction of service life.
Immediate prior art is 97101724.7 patent of invention, this patent disclosure a kind of steel mould light building and construction method thereof, it is the light steel injection moulding building of thin-walled, jointly be combined into by annotating the high-pressure foam plastic shaping in thin-walled lightweight steel construction and the member hollow lumen, it is mainly by the post member, on, lower column joint, two single-beam buckets, column base, member of storied building beam, window top (platform) beam, mould panel, floor pavilion grid, tension rod, the injection moulding floor, the beam column card, the montant member, post beam card, ground frame diagonal brace, substrate plate, elastic layer, ground, the array lime pile, earth anchors etc. are coupled to each other formation.Although in this technical scheme, the post member has supporting role to lower column joint, lower column joint has supporting role to the beam bucket, Liang Dou has supporting role to upper column joint, upper column joint coupled columns member has supporting role, Liang Dou has supporting role to beam, and weld and securing member that the gravity load of beam, post, floor etc. can not be delivered to connected node at last bear; But the post member in this technical scheme needed could realize by the upper column joint that links together, lower column joint, beam bucket with being connected of beam, shortcoming is: the one, and the combination of a plurality of parts could realize being connected of post member and beam, poor rigidity, rigging error is large, the 2nd, between lower column joint and the post member, between lower column joint and beam bucket, between the upper column joint of Liang Douyu, all need by the self-pressure bolt or be welded and fixed between upper column joint and post member, operation is many, during installation fee, fixing link is many can to cause the verticality of post member and the adjusting difficulty of installation site thereof; Finish a plurality of part poor rigidity of joint pin member and beam in this technical scheme, it is poorer to combine rigidity, is unfavorable for bearing and transmitting of heavy load; The 3rd, the gravity of beam, post, floor etc. all is delivered at last and is born by the horizontal part that is supported on the beam bucket on the lower column joint on the connected node, can cause like this stress concentrations between beam and column or beam and beam connected node and make connected node stressed poor, connect fragile, this can reduce the safety of building frame construction, reduction of service life greatly.
Summary of the invention
First technical problem that the present invention will solve provides a kind of to connected crossbeam with back timber directly supports and the top beam connecting component that do not need the support of back timber just crossbeam, back timber can be linked together at link position.
Top beam connecting component comprises top beam connecting component body, two oblique lower back timber oblique cutting joints that are convexly equipped with the top beam connecting component body, become inverted v-shaped, and one or two along continuous straight runs is convexly equipped with the horizontal support joint of top beam connecting component body; Be provided with at back timber oblique cutting joint the side of keeping out before and after up and down with the back timber of its grafting is kept out face, be provided with the supporting traverse horizontal plane of direct supporting traverse at the horizontal support joint; The horizontal support joint comprises the side protuberance that protrudes the top beam connecting component body; End face at the side protuberance of horizontal support joint is provided with two stopper protrusions side by side, and two stopper protrusion side protuberances corresponding with it form the storage tank of accommodating beam-end; The supporting traverse horizontal plane is the bottom surface of storage tank.
As improvement, storage tank is the storage tank of the vertical component effect of the accommodating end beam-end that is processed to the T font.
As improvement, stopper protrusion is that the sidewall of storage tank forms for the end face from the side protuberance extends horizontal outward vertically upward again.
As improvement, the base plane of the groove that forms at stopper protrusion and side protuberance is provided with round platform, is connected with reinforcing rib between round platform, is provided with tapped through hole in each round platform.
As improvement, back timber oblique cutting joint comprise from the top beam connecting component body extend obliquely the array that forms, opening is towards the U-shaped protuberance of both sides; Gap between two U-shaped protuberances forms the storage tank that cooperates with the connecting portion of H shaped steel or I-steel; Relative two faces of two U-shaped protuberances and the lateral surface vertical with two relative faces are for keeping out face to the side of keeping out before and after up and down with the back timber of its grafting.
As improvement, be equipped with round platform in the base plane of the U-lag of U-shaped protuberance, between round platform, be connected with reinforcing rib, in each round platform, be provided with tapped through hole.
As improvement, back timber oblique cutting joint comprises a tubular protuberance that extends from the oblique downward direction of top beam connecting component body, and the lateral surface of tubular protuberance cooperates with the medial surface of round steel pipe or square steel pipe back timber.
As improvement, be provided with elastic tongue at the lateral surface of tubular protuberance, elastic tongue is connected on the tubular protuberance away from an end of top beam connecting component body, and elastic tongue is free end towards an end of top beam connecting component body.
The beneficial effect of the relative prior art of the present invention is:
When top beam connecting component and back timber and crossbeam are installed together, do not need upright supports at link position, avoid column to cut off the space and impact is attractive in appearance; Because back timber oblique cutting joint, supported joint and this body by integral forming of top beam connecting component, relatively directly connect by securing members such as bolts between traditional architecture steel framework beam and post or beam and the beam or the connected mode by welding etc., greatly reduce the connecting link that bolt etc. is fastenedly connected or welds, greatly reduce stress concentrations between beam and column or beam and beam link position and make link position stressed poor, connect fragile defective.Because the back timber oblique cutting joint of top beam connecting component is connected with the mutual plug-in type of back timber, when the back timber that is positioned under it was put in the top beam connecting component insertion, top beam connecting component just can directly be supported on the back timber like this; When the back timber insertion is seated on the top beam connecting component that is positioned at its below, back timber just can directly be supported on the top beam connecting component, install simple and convenient quick, the installation difficulty that has not had the traditional architecture steel structure frame, after back timber and top beam connecting component link together, have and support and supported relation, it is stressed good to make.When crossbeam and supported joint are installed together, the supported joint supporting traverse is stressed good.The connected mode of present technique can also be with the building weight loading, evenly and reasonably between beam and column or beam and beam, transmit, reasonably be delivered to load forces on the back timber, last reasonably the transmission is distributed on the ground, make the securing members such as bolt or weld no longer need to bear the support force of back timber or crossbeam, greatly reduce the stress of building frame construction and concentrate, thereby greatly improve the installation effectiveness of building frame construction and function of seismic resistance, application life, safety in utilization.Particularly, connected mode in order to realize adopting bolton to connect or weld between traditional architecture steel framework beam and post or beam and the beam, the design that must be connected to connection end separately, processing, when beam or post are wanted the Application standard section bar, it connects the end and just must design in addition and process, when beam or not then specially manufacturing of Application standard section bar of post, dual mode all can't be realized standardized production in enormous quantities, beam or column dimension mismachining tolerance also occur easily and produce the connection error, make the very difficult transmission of well bearing the power of building weight loading and load of link position of original just fragility, and the top beam connecting component of present technique in enormous quantities standardization produce in advance, and become standard building materials commodity and carry out market circulation, do not need ready-made processing, can reduce production costs.
Be different from traditional pouring concrete in-situ, top beam connecting component is made in batch production, Assembling, with the member of various sizes at the scene Optional assembling become the house of all styles of, also reusable after pulling down, the minimizing building waste.Realize the standardization of main components, generalization, easy construction alleviates constructor's labour intensity, has solved existing engineering construction surrounding environment is polluted the problem large, that noise is high, the cycle is long, the quality project rate is low.
Be connected with top beam connecting component by back timber, form the pitched roof framework.
Gap between two stopper protrusions of horizontal support joint forms the storage tank of vertical component effect that accommodating end is processed to the beam-end of T font, and is simple in structure, and the mould of casting top beam connecting component is simple, reduces production costs.
The stopper protrusion of horizontal support joint is that the sidewall of storage tank forms for extending vertically upward more horizontal outward from the end face of side protuberance, and is stressed good, is convenient to the installation of screw that crossbeam and top beam connecting component are held out against.
Two stopper protrusions side protuberance corresponding with it of horizontal support joint forms the storage tank of accommodating beam-end, and crossbeam need not processed during installation, saves the set-up time, and can be fit to square-tube-shaped steel pipe, H shape steel pipe etc.
Back timber is H shaped steel or I-steel, the vertical protuberance of back timber oblique cutting joint inserts in the back timber, the connecting portion of H shaped steel or I-steel back timber is contained in the storage tank, back timber passes the first screwed hole and the second screwed hole and back timber butt and two vertical protuberances grafting by threaded fastener, easy for installation, reliable, position and the verticality of adjusting back timber are convenient.
Connection-peg adopts the mode of tubular protuberance, with the end of the back timber of round steel pipe or square steel pipe peg graft convenient, and the back timber and the top beam connecting component that are plugged in together is fixing also convenient.Be provided with elastic tongue at tubular protuberance, connection-peg can not rock when inserting corresponding beam or post each other, and inserting Liang Shike no longer needs to fix by alternate manners such as welding or securing members.Sidewall at tubular protuberance is provided with screwed hole or sealing weld groove, and fixed form is simple, and is fixing reliable.Back timber is round steel pipe or square steel pipe, and the medial surface of tubular protuberance cooperates with the lateral surface of round steel pipe or square steel pipe back timber, and back timber inserts in the vertical protuberance of back timber oblique cutting joint, is installed on the screwed hole back timber and the locking of tubular protuberance by lock-screw.By scolder is welded in the sealing weld through hole back timber oblique cutting joint and back timber are fixed together, and/or back timber oblique cutting joint and back timber be fixed together, make so on the one hand the firm and reliable connection of top beam connecting component and back timber, on the other hand because welding has been fixation, the welding position does not need to bear the support force of supporting top beam or crossbeam, the phenomenon that therefore yet can not cause the frame construction node stress to concentrate.
Back timber oblique cutting joint comprises two side by side U-shaped, and the H shaped steel that the end is processed to the T font has support well, saves material, also be convenient to the securing members such as screw with back timber oblique cutting joint and beam fixedly the time securing member can be contained in the U-shaped groove.Be equipped with round platform in the base plane at the U-lag of U-shaped piece, between round platform, be connected with reinforcing rib, in each round platform, be provided with tapped through hole, make U-shaped good rigidly, can reduce by U-shaped wall thickness, fixing more reliable when the securing members such as while screw are fixed on the screwed hole.
Back timber oblique cutting joint comprises the square-tube-shaped protuberance that extends from the end face of vertical connecting portion, is equipped with elastic tongue in the side of square-tube-shaped protuberance, beam connection-peg simple in structure, and good rigidly, the rectangular steel tube end that cooperates with the beam connection-peg does not need to process; Elastic tongue can be pushed up beam and the top beam connecting component of mutual grafting, when beam is the crossbeam parallel with horizontal plane, can no longer need by modes such as securing member or welding beam to be connected with back timber, directly pegging graft gets final product, between beam and hanging part easy for installation, installation effectiveness is high.
Description of drawings
Fig. 1 is the schematic perspective view of the embodiment of the invention 1.
Fig. 2 is the schematic perspective view of the embodiment of the invention 2.
Fig. 3 is the schematic perspective view of the embodiment of the invention 3.
Fig. 4 is the schematic perspective view of the embodiment of the invention 4.
Fig. 5 is the schematic perspective view of the embodiment of the invention 5.
Fig. 6 is the schematic perspective view of the embodiment of the invention 6.
The specific embodiment
As shown in Figure 1, top beam connecting component, comprise top beam connecting component body 1, from the beam column connection part body with respect to oblique lower back timber oblique cutting joint 2, the back timber oblique cutting joint 3 that is convexly equipped with top beam connecting component body 1, becomes the symmetrical configuration of inverted v-shaped in both sides, the horizontal support joint 4 that is convexly equipped with from a side level of top beam connecting component body 1.
Back timber oblique cutting joint 2, back timber oblique cutting joint 3 include the horizontal array that forms from top beam connecting component body 1 oblique downward-extension, opening is towards U-shaped protuberance 11, the U-shaped protuberance 12 of both sides; Gap between U-shaped protuberance 11, the U-shaped protuberance 12 forms the storage tank that cooperates with the connecting portion of H shaped steel or I-steel; Relative two faces of U-shaped protuberance 11, U-shaped protuberance 12 and the lateral surface vertical with two relative faces are for keeping out face to the side of keeping out before and after up and down with the back timber of its grafting.Base plane at the U-lag of U-shaped protuberance 11, U-shaped protuberance 12 is equipped with round platform 14, is connected with reinforcing rib 15 between round platform 14, is provided with tapped through hole 16 in each round platform 14.
As shown in Figure 2, as different from Example 1, the horizontal support joint comprises horizontal support joint 21, the horizontal support joint 22 of the symmetrical configuration that is convexly equipped with from top beam connecting component body 20 two opposing side levels.
As shown in Figure 3, as different from Example 1, horizontal support joint 30 comprises the side protuberance 32 that protrudes top beam connecting component body 31 1 sides, extend straight up two stopper protrusions arranged side by side 33, the stopper protrusion 34 that is provided with from the end face of side protuberance 32, the gap of stopper protrusion 33, stopper protrusion 34 forms the storage tank of vertical component effect that accommodating end is processed to the beam-end of T font.The end face of stopper protrusion 33, stopper protrusion 34 is the supporting traverse horizontal plane.Be provided with the reinforcing rib 35 that is connected with the top beam connecting component body in the bottom surface of side protuberance 32.Stopper protrusion 33, stopper protrusion 34 be provided be communicated with storage tank be used for installing the tapped through hole 40 that holds out against the screw that is contained in the crossbeam in the storage tank.
Back timber oblique cutting joint 36, back timber oblique cutting joint 37 include square-tube-shaped protuberance 38, the square-tube-shaped protuberance 39 of the horizontal array that forms from top beam connecting component body 31 oblique downward-extensions; Gap between square-tube-shaped protuberance 38, the square-tube-shaped protuberance 39 forms the storage tank that cooperates with the connecting portion of H shaped steel or I-steel; Relative two faces of square-tube-shaped protuberance 38, square-tube-shaped protuberance 39 and the lateral surface vertical with two relative faces are for keeping out face to the side of keeping out before and after up and down with the back timber of its grafting.
As shown in Figure 4, as different from Example 3, the horizontal support joint comprises horizontal support joint 46, the horizontal support joint 47 of the symmetrical configuration that is convexly equipped with from top beam connecting component body 45 two opposing side levels.
As shown in Figure 5, as different from Example 1, horizontal support joint 50 comprises the side protuberance 52 that protrudes top beam connecting component body 51 1 sides, extend straight up near the both sides of side protuberance from the end face of side protuberance 52 and to be provided with two stopper protrusions arranged side by side 53, stopper protrusion 54, the gap between stopper protrusion 53, the stopper protrusion 54 forms the storage tank of accommodating beam-end.The bottom surface of storage tank is the supporting traverse horizontal plane.Be provided with the reinforcing rib 55 that is connected with the top beam connecting component body in the bottom surface of side protuberance 52.Stopper protrusion 54 be provided be communicated with storage tank be used for installing the tapped through hole 58 that holds out against the screw that is contained in the crossbeam in the storage tank.
Back timber oblique cutting joint 56, back timber oblique cutting joint 57 include from the square-tube-shaped protuberance of top beam connecting component body 51 oblique downward-extensions; The lateral surface of square-tube-shaped protuberance cooperates with the medial surface of back timber, and four lateral surfaces of square-tube-shaped protuberance are for keeping out face to the side of keeping out before and after up and down with the back timber of its grafting.
As shown in Figure 6, as different from Example 5, the horizontal support joint comprises horizontal support joint 61, the horizontal support joint 62 of the symmetrical configuration that is convexly equipped with from top beam connecting component body 60 two opposing side levels.
Claims (8)
1. top beam connecting component, it is characterized in that: comprise the oblique lower back timber oblique cutting joints that are convexly equipped with the top beam connecting component body, become inverted v-shaped of top beam connecting component body, two, the horizontal support joint that is convexly equipped with from one or two opposing side level of top beam connecting component body; Be provided with at back timber oblique cutting joint the side of keeping out before and after up and down with the back timber of its grafting is kept out face, be provided with the supporting traverse horizontal plane of direct supporting traverse at the horizontal support joint; The horizontal support joint comprises the side protuberance that protrudes the top beam connecting component body; End face at the side protuberance of horizontal support joint is provided with two stopper protrusions side by side, and two stopper protrusion side protuberances corresponding with it form the storage tank of accommodating beam-end; The supporting traverse horizontal plane is the bottom surface of storage tank.
2. top beam connecting component as claimed in claim 1 is characterized in that: described storage tank is the storage tank of the vertical component effect of the accommodating end beam-end that is processed to the T font.
3. top beam connecting component as claimed in claim 2 is characterized in that: stopper protrusion is that the sidewall of storage tank forms for the end face from the side protuberance extends horizontal outward vertically upward again.
4. top beam connecting component as claimed in claim 3 is characterized in that: the base plane of the groove that forms at stopper protrusion and side protuberance is provided with round platform, is connected with reinforcing rib between round platform, is provided with tapped through hole in each round platform.
5. top beam connecting component as claimed in claim 1 is characterized in that: back timber oblique cutting joint comprise from the top beam connecting component body extend obliquely the array that forms, opening is towards the U-shaped protuberance of both sides; Gap between two U-shaped protuberances forms the storage tank that cooperates with the connecting portion of H shaped steel or I-steel; Relative two faces of two U-shaped protuberances and the lateral surface vertical with two relative faces are for keeping out face to the side of keeping out before and after up and down with the back timber of its grafting.
6. top beam connecting component as claimed in claim 5 is characterized in that: the base plane at the U-lag of U-shaped protuberance is equipped with round platform, is connected with reinforcing rib between round platform, is provided with tapped through hole in each round platform.
7. top beam connecting component as claimed in claim 1 is characterized in that: back timber oblique cutting joint comprises a tubular protuberance that extends from the oblique downward direction of top beam connecting component body, and the lateral surface of tubular protuberance cooperates with the medial surface of round steel pipe or square steel pipe column.
8. top beam connecting component as claimed in claim 7, it is characterized in that: the lateral surface at tubular protuberance is provided with elastic tongue, elastic tongue is connected on the tubular protuberance away from an end of top beam connecting component body, and elastic tongue is free end towards an end of top beam connecting component body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110115227 CN102277906B (en) | 2011-05-05 | 2011-05-05 | Top beam connecting component |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110115227 CN102277906B (en) | 2011-05-05 | 2011-05-05 | Top beam connecting component |
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| CN102277906A CN102277906A (en) | 2011-12-14 |
| CN102277906B true CN102277906B (en) | 2013-03-20 |
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| CN 201110115227 Expired - Fee Related CN102277906B (en) | 2011-05-05 | 2011-05-05 | Top beam connecting component |
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| CN106465658B (en) * | 2015-08-19 | 2022-03-29 | 杭州雷博实业有限公司 | Greenhouse |
| CN106836480B (en) * | 2016-04-06 | 2022-11-01 | 李新华 | Steel structure bracket and steel structure supporting structure |
| CN109507780B (en) * | 2017-09-14 | 2020-10-13 | 中国科学院长春光学精密机械与物理研究所 | Carbon fiber truss supporting structure of space optical remote sensor |
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| US6298617B1 (en) * | 1996-07-19 | 2001-10-09 | Jorge De Quesada | High rise building system using steel wall panels |
| CN101418592A (en) * | 2008-10-31 | 2009-04-29 | 官木喜 | Combined light steel structure house and mounting method thereof |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1585849A (en) * | 2001-11-13 | 2005-02-23 | 新日本制铁株式会社 | Frame structure of low-rise building |
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2011
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Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6298617B1 (en) * | 1996-07-19 | 2001-10-09 | Jorge De Quesada | High rise building system using steel wall panels |
| CN101418592A (en) * | 2008-10-31 | 2009-04-29 | 官木喜 | Combined light steel structure house and mounting method thereof |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103912064A (en) * | 2013-11-25 | 2014-07-09 | 芜湖长启炉业有限公司 | End sockets for reversed V-shaped roof ridge foamed aluminum plate profiles |
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| CN102277906A (en) | 2011-12-14 |
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