CN102277906A - Top beam connecting component - Google Patents
Top beam connecting component Download PDFInfo
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- CN102277906A CN102277906A CN2011101152277A CN201110115227A CN102277906A CN 102277906 A CN102277906 A CN 102277906A CN 2011101152277 A CN2011101152277 A CN 2011101152277A CN 201110115227 A CN201110115227 A CN 201110115227A CN 102277906 A CN102277906 A CN 102277906A
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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 back timber connector and forming method, building frame construction and the mounting method of buildings such as a kind of house, booth, building, particularly relate to the back timber connector of building frame steel work such as a kind of house, booth, building.
Background technology
Existing cement brick mixes, the 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 the existence: the one, its back timber is irritated earlier and is built up, and irritates on 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 irritate at twice to build to form, building cycle is long, and labour intensity is big, pollutes big, noise is big, and the building material waste is big; Two is bearing relation that two relations between the cement solids have only the mechanics load, cannot set up real incorporate internal relations, its poor stability, and function of seismic resistance is poor, application life is short; The 3rd, need to use 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 handle; The 4th, because the deadweight of traditional cement works (high buildings and large mansions) frame construction is very heavy, the mechanics load of ground is very big, 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.At existing cement brick mix, the above-mentioned deficiency of the building construction of steel concrete, existing existing steel structure building.
Existing steel building and construction method thereof, though cement brick mixes relatively, the building construction of steel concrete and construction method thereof, have many good qualities, but exist not enough, mainly show as following some: the one owing to directly connect between the beam and column of existing building steel structure frame or beam and the beam or the connected mode by welding etc. by securing members such as bolts, 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 and the time cost height of site operation.The 3rd, the connected mode that connects or weld owing to the employing bolton between traditional architecture steel structure frame beam and column or beam and the beam, the design that must be connected to connection end separately, processing, when beam or post will use standard sections, it connects the end and just must design in addition and process, when not using standard sections, beam or post then do not need special the manufacturing, dual mode all can't be realized standardized production in enormous quantities, the cost height, also occur beam or column dimension mismachining tolerance easily and produce the connection error, made original just fragile link position be difficult to well bear the transmission of building weight loading and load forces.
At the deficiency of existing steel building framework, prior art mainly has following several improvement again:
Application number is in the patent of invention of 03134271.X, discloses the method for designing of the dismountable beam column load-carrying members of a kind of environment-friendly type, 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, connect with bolt between load-bearing pillar, the cap trip is arranged at the load-bearing pillar top, top center has last 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, the 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 traditional scene pouring, accessory is made in batch production, and assembled on site is assembled the house that becomes all styles of arbitrarily at the scene with the member of various sizes, and is also reusable after pulling down, and reduces 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 that building unit is installed the back, 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 big, that noise is high, the cycle is long, the workmanship acceptance 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, Modular building section bars such as round steel pipe, have the complicated suspension column and the non-standard component of column cap but adopt, 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 big, 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 font 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 last 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 is formed, last 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 on 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 font 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, discloses a kind of light section steel structure building construction and has connected interfacing part, comprises nose combination, recessed end combination, goes up square tube, square tube, crossbeam, wedge plate down; 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, 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 by bolt, nuts and washers.Because present technique connects square tube and crossbeam needs 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 steel building universal nodes device is disclosed, form 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 gusset plate on the one hand needs cooperate with the profile of steel column, owing to the accuracy of manufacture of steel column is poor, cooperates badly, can influence 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 connected node at last again 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, by annotating the common be combined into of high-pressure foam plastic shaping in thin-walled lightweight steel construction and the member hollow lumen, it is mainly by the post member, on, following 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.Though in this technical scheme, the post member has supporting role to following column joint, following column joint has supporting role to the beam bucket, Liang Dou has supporting role to last column joint, last 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 need could be realized by the last column joint that links together, following 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 big, the 2nd, between following column joint and the post member, down between column joint and beam bucket, between the last column joint of Liang Douyu, going up all need be by pressing bolt or welding and fix certainly between 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 down the beam bucket on the 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 back timber connector that do not need the support of back timber just crossbeam, back timber can be linked together at link position.
The back timber connector comprises back timber connector body, two oblique back timber oblique cutting joints that are convexly equipped with back timber connector body down, become inverted v-shaped, and one or two along continuous straight runs is convexly equipped with the horizontal support joint of back timber connector body; On back timber oblique cutting joint, be provided with the side of keeping out before and after up and down with the back timber of its grafting is kept out face, on the horizontal support joint, be provided with the supporting traverse horizontal plane of direct supporting traverse.
As improvement, the horizontal support joint comprises the side protuberance that protrudes back timber connector body one side, gap between two the spacing protuberances arranged side by side that are convexly equipped with straight up from the end face of side protuberance, two spacing protuberances forms the storage tank of vertical component effect that ccontaining end is processed to the beam-end of T font.
As improvement, spacing protuberance is that the sidewall of storage tank forms for the end face from the side protuberance extends the outside bending of level vertically upward again.
As improvement, on the base plane of the groove that spacing protuberance and side protuberance form, be provided with round platform, between round platform, be connected with reinforcing rib, in each round platform, be provided with tapped through hole.
As improvement, the horizontal support joint comprises the side protuberance that protrudes back timber connector body; End face at the side protuberance of horizontal support joint is provided with two spacing protuberances side by side, and two spacing protuberance side protuberances corresponding with it form the storage tank of ccontaining beam-end; The supporting traverse horizontal plane is the bottom surface of storage tank.
As improvement, back timber oblique cutting joint comprise from back timber connector 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, on the base plane of the U-lag of U-shaped protuberance, be equipped with round platform, 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 direction down of back timber connector 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, on the lateral surface of tubular protuberance, be provided with elastic tongue, elastic tongue is connected on the tubular protuberance away from an end of back timber connector body, and elastic tongue is a free end towards an end of back timber connector body.
The beneficial effect of the relative prior art of the present invention is:
When back timber connector and back timber and crossbeam are installed together, do not need upright supports at link position, avoid column to cut off the space and influence is attractive in appearance; Because back timber oblique cutting joint, supported joint and this body by integral forming of back timber connector, relatively directly connect between traditional architecture steel structure frame beam and column or beam and the beam or the connected mode by welding etc. by securing members such as bolts, significantly 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 back timber connector is connected with the mutual plug-in type of back timber, when the back timber that is positioned under it was put in the insertion of back timber connector, the back timber connector just can directly be supported on the back timber like this; When the back timber insertion is seated on the back timber connector that is positioned at its below, back timber just can directly be supported on the back timber connector, install simple and convenient quick, the installation difficulty that has not had the traditional architecture steel structure frame, after back timber and back timber connector 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 on the back timber load forces, last reasonably the transmission is distributed on the ground, make securing members such as bolt or weld no longer need to bear the support force of back timber or crossbeam, reduce the stress of building frame construction greatly and concentrate, thereby improve the installation effectiveness of building frame construction and function of seismic resistance, application life, safety in utilization greatly.Particularly, connected mode in order to realize adopting bolton to connect or weld between traditional architecture steel structure frame beam and column or beam and the beam, the design that must be connected to connection end separately, processing, when beam or post will use standard sections, it connects the end and just must design in addition and process, when not using standard sections, beam or post then do not need special the manufacturing, dual mode all can't be realized standardized production in enormous quantities, also occur beam or column dimension mismachining tolerance easily and produce the connection error, make original just fragile link position be difficult to well bear the transmission of the power of building weight loading and load, and the back timber connector 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, the back timber connector is made in batch production, and assembled on site is assembled the house that becomes all styles of arbitrarily at the scene with the member of various sizes, and is also reusable after pulling down, and reduces 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 big, that noise is high, the cycle is long, the workmanship acceptance rate is low.
Be connected with the back timber connector by back timber, form the pitched roof framework.
Gap between two spacing protuberances of horizontal support joint forms the storage tank of vertical component effect that ccontaining end is processed to the beam-end of T font, and is simple in structure, and the mould of casting back timber connector is simple, reduces production costs.
The spacing protuberance of horizontal support joint be storage tank sidewall for extend vertically upward again from the end face of side protuberance level outwards bending form, stressed good, be convenient to the installation of screw that crossbeam and back timber connector are held out against.
Two spacing protuberances side protuberance corresponding with it of horizontal support joint forms the storage tank of ccontaining beam-end, and crossbeam need not processed during installation, saves the set-up time, and can be fit to square tube shape 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 first screwed hole and 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, pegs graft conveniently with the end of the back timber of round steel pipe or square steel pipe, and the back timber and the back timber connector that will be plugged on together are fixing also convenient.Be provided with elastic tongue on 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.Be provided with screwed hole or sealing weld groove on the sidewall of tubular protuberance, 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 the firm and reliable connection of back timber connector and back timber so on the one hand, on the other hand because welding has been a fixation, the welding position does not need to bear the support force of supporting top beam or crossbeam, therefore the phenomenon that yet can not cause frame construction node stress to concentrate.
Back timber oblique cutting joint comprises two U type pieces side by side, and the H shaped steel that the end is processed to the T font has support well, saves material, also be convenient to 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.On base plane, be equipped with round platform 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 the good rigidly of U type piece, can reduce the wall thickness of U type piece, fixing more reliable when securing members such as while screw are fixed on the screwed hole.
Back timber oblique cutting joint comprises the square tube shape protuberance that extends from the end face of vertical connecting portion, is equipped with elastic tongue on the side of square tube shape 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 the beam and the back timber connector 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
Embodiment 1
As shown in Figure 1, the back timber connector, comprise back timber connector body 1, oblique back timber oblique cutting joint 2, the back timber oblique cutting joint 3 that is convexly equipped with down back timber connector body 1, becomes the symmetrical configuration of inverted v-shaped from the relative both sides of beam column connector body, the horizontal support joint 4 that is convexly equipped with from a side level of back timber connector body 1.
Horizontal support joint 4 comprises the side protuberance 5 that protrudes back timber connector body 1 one sides, extend outwards two spacing protuberances 6 arranged side by side, the spacing protuberance 7 of bending straight up from the end face of side protuberance 5, the gap between spacing protuberance 6, the spacing protuberance 7 forms the storage tank of vertical component effect that ccontaining end is processed to the beam-end of T font again.On the base plane of the groove that spacing protuberance 6, spacing protuberance 7 and side protuberance 5 form, be equipped with round platform 8, between round platform 8, be connected with reinforcing rib 9, in each round platform 8, be provided with tapped through hole 10.The end face of spacing protuberance 6, spacing protuberance 7 is the supporting traverse horizontal plane.Be provided with the reinforcing rib 13 that is connected with back timber connector body in the bottom surface of side protuberance 5.
Back timber oblique cutting joint 2, back timber oblique cutting joint 3 include from back timber connector body 1 oblique extend down the horizontal array that forms, 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.On the base plane of the U-lag of U-shaped protuberance 11, U-shaped protuberance 12, be equipped with round platform 14, between round platform 14, be connected with reinforcing rib 15, in each round platform 14, be provided with tapped through hole 16.
Embodiment 2
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 back timber connector body 20 two opposing side levels.
Embodiment 3
As shown in Figure 3, as different from Example 1, horizontal support joint 30 comprises the side protuberance 32 that protrudes back timber connector body 31 1 sides, extend two spacing protuberances 33 arranged side by side, the spacing protuberance 34 that is provided with straight up from the end face of side protuberance 32, the gap of spacing protuberance 33, spacing protuberance 34 forms the storage tank of vertical component effect that ccontaining end is processed to the beam-end of T font.The end face of spacing protuberance 33, spacing protuberance 34 is the supporting traverse horizontal plane.Be provided with the reinforcing rib 35 that is connected with back timber connector body in the bottom surface of side protuberance 32.On spacing protuberance 33, spacing protuberance 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 from back timber connector body 31 oblique square tube shape protuberance 38, the square tube shape protuberances 39 that extend the horizontal array that forms down; Gap between square tube shape protuberance 38, the square tube shape 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 shape protuberance 38, square tube shape 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.
Embodiment 4
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 back timber connector body 45 two opposing side levels.
Embodiment 5
As shown in Figure 5, as different from Example 1, horizontal support joint 50 comprises the side protuberance 52 that protrudes back timber connector 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 spacing protuberances 53 arranged side by side, spacing protuberance 54, the gap between spacing protuberance 53, the spacing protuberance 54 forms the storage tank of ccontaining 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 back timber connector body in the bottom surface of side protuberance 52.On spacing protuberance 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 back timber connector body 51 oblique square tube shape protuberances that extend down; The lateral surface of square tube shape protuberance cooperates with the medial surface of back timber, and four lateral surfaces of square tube shape 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.
Embodiment 6
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 back timber connector body 60 two opposing side levels.
Claims (9)
1. back timber connector, it is characterized in that: comprise the oblique back timber oblique cutting joints that are convexly equipped with back timber connector body down, become inverted v-shaped of back timber connector body, two, the horizontal support joint that is convexly equipped with from one or two opposing side level of back timber connector body; On back timber oblique cutting joint, be provided with the side of keeping out before and after up and down with the back timber of its grafting is kept out face, on the horizontal support joint, be provided with the supporting traverse horizontal plane of direct supporting traverse.
2. back timber connector as claimed in claim 1, it is characterized in that: the horizontal support joint comprises the side protuberance that protrudes back timber connector body one side, gap between two the spacing protuberances arranged side by side that are convexly equipped with straight up from the end face of side protuberance, two spacing protuberances forms the storage tank of vertical component effect that ccontaining end is processed to the beam-end of T font.
3. back timber connector as claimed in claim 2 is characterized in that: spacing protuberance is that the sidewall of storage tank forms for the end face from the side protuberance extends the outside bending of level vertically upward again.
4. back timber connector as claimed in claim 3 is characterized in that: be provided with round platform on the base plane of the groove that spacing protuberance and side protuberance form, be connected with reinforcing rib between round platform, be provided with tapped through hole in each round platform.
5. back timber connector as claimed in claim 1 is characterized in that: the horizontal support joint comprises the side protuberance that protrudes back timber connector body; End face at the side protuberance of horizontal support joint is provided with two spacing protuberances side by side, and two spacing protuberance side protuberances corresponding with it form the storage tank of ccontaining beam-end; The supporting traverse horizontal plane is the bottom surface of storage tank.
6. back timber connector as claimed in claim 1 is characterized in that: back timber oblique cutting joint comprise from back timber connector 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.
7. back timber connector as claimed in claim 6 is characterized in that: be equipped with round platform on the base plane of the U-lag of U-shaped protuberance, be connected with reinforcing rib between round platform, be provided with tapped through hole in each round platform.
8. back timber connector as claimed in claim 1 is characterized in that: back timber oblique cutting joint comprises a tubular protuberance that extends from the oblique direction down of back timber connector body, and the lateral surface of tubular protuberance cooperates with the medial surface of round steel pipe or square steel pipe column.
9. back timber connector as claimed in claim 8, it is characterized in that: on the lateral surface of tubular protuberance, be provided with elastic tongue, elastic tongue is connected on the tubular protuberance away from an end of back timber connector body, and elastic tongue is a free end towards an end of back timber connector 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 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110115227 CN102277906B (en) | 2011-05-05 | 2011-05-05 | Top beam connecting component |
Publications (2)
| Publication Number | Publication Date |
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| CN102277906A true CN102277906A (en) | 2011-12-14 |
| CN102277906B CN102277906B (en) | 2013-03-20 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201110115227 Expired - Fee Related CN102277906B (en) | 2011-05-05 | 2011-05-05 | Top beam connecting component |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103469937A (en) * | 2013-09-06 | 2013-12-25 | 李震 | Building wall frame connection structure |
| CN103643812A (en) * | 2013-11-22 | 2014-03-19 | 许继集团有限公司 | Cabin roof splicing structure of prefabricated cabin and combined prefabricated cabin using same |
| CN106465658A (en) * | 2015-08-19 | 2017-03-01 | 杭州雷博实业有限公司 | Greenhouse |
| CN106836480A (en) * | 2016-04-06 | 2017-06-13 | 李新华 | New steel structure bracket and steel structure support structure |
| CN109507780A (en) * | 2017-09-14 | 2019-03-22 | 中国科学院长春光学精密机械与物理研究所 | A kind of space optical remote sensor carbon fiber lattice supporting framework |
Families Citing this family (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 |
Citations (3)
| 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 |
| CN101696583A (en) * | 2001-11-13 | 2010-04-21 | 新日本制铁株式会社 | Frame structure of low-rise building |
-
2011
- 2011-05-05 CN CN 201110115227 patent/CN102277906B/en not_active Expired - Fee Related
Patent Citations (3)
| 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 |
| CN101696583A (en) * | 2001-11-13 | 2010-04-21 | 新日本制铁株式会社 | Frame structure of low-rise building |
| CN101418592A (en) * | 2008-10-31 | 2009-04-29 | 官木喜 | Combined light steel structure house and mounting method thereof |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103469937A (en) * | 2013-09-06 | 2013-12-25 | 李震 | Building wall frame connection structure |
| CN103469937B (en) * | 2013-09-06 | 2015-11-18 | 李震 | A kind of syndeton of construction wall framework |
| CN103643812A (en) * | 2013-11-22 | 2014-03-19 | 许继集团有限公司 | Cabin roof splicing structure of prefabricated cabin and combined prefabricated cabin using same |
| CN103643812B (en) * | 2013-11-22 | 2017-09-05 | 许继集团有限公司 | Prefabricated cabin cabin push up splicing construction and using the structure and cabin formula prefabricated cabin |
| CN106465658A (en) * | 2015-08-19 | 2017-03-01 | 杭州雷博实业有限公司 | Greenhouse |
| CN106836480A (en) * | 2016-04-06 | 2017-06-13 | 李新华 | New steel structure bracket and steel structure support structure |
| CN109507780A (en) * | 2017-09-14 | 2019-03-22 | 中国科学院长春光学精密机械与物理研究所 | A kind of space optical remote sensor carbon fiber lattice supporting framework |
| 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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| Publication number | Publication date |
|---|---|
| CN102277906B (en) | 2013-03-20 |
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