CN102261129A - Beam column connecting piece used for building - Google Patents
Beam column connecting piece used for building Download PDFInfo
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- CN102261129A CN102261129A CN2011101150271A CN201110115027A CN102261129A CN 102261129 A CN102261129 A CN 102261129A CN 2011101150271 A CN2011101150271 A CN 2011101150271A CN 201110115027 A CN201110115027 A CN 201110115027A CN 102261129 A CN102261129 A CN 102261129A
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Abstract
The invention discloses a beam column connecting piece used for building. The beam column connecting piece comprises a beam column connecting piece body, an upright post connection-peg and a horizontal supporting joint, wherein the beam column connecting piece body is formed integrally; the beam column connecting piece body is arranged on the upright post connection-peg convexly along the vertical direction, and the beam column connecting piece body is arranged on the horizontal supporting joint convexly along the horizontal direction; the beam column connecting piece comprises an outside surface and a horizontal side baffle plate positioning groove, wherein the outside surface is not provided with the horizontal supporting joint; the horizontal side baffle plate positioning groove is communicated with the outside surface and a beam end surface resisting surface; circular platforms are arranged on the top surface of the side baffle plate positioning groove; reinforcing ribs are connected among the circular platforms; and threaded through holes are reserved in the circular platforms. The beam column connecting piece used for building has the advantages that: L-shaped side baffle plates are convenient to install; the L-shaped side baffle plates and the beam column connecting pieces form a baffle wall of which the periphery is in end-to-end connection; the L-shaped side baffle plates, floor slab supporting templates and the like form accommodation space for casting cement floor slabs, so that cement concrete is convenient to cast to form the floor slabs parallel to a horizontal plane; a conventional template does not need to be used for supporting any longer when the cement floor slabs are cast; and the waste of raw materials is greatly reduced.
Description
Technical field
The present invention relates to building such as a kind of house, booth, exhibition booth, bridge the beam column connector, particularly relate to a kind of beam column connector of building construction framework steel work.
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 column is irritated earlier and is built up, and irritates on column and builds cement floor, and the annexation of cement floor and column is mainly leaned on the column and the reinforcing bar on the cement floor, column 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
The technical problem to be solved in the present invention provides a kind of to connected crossbeam and the direct beam column connector that is used to build that supports or directly supported of column.
The beam column connector that is used to build is characterized in that: comprise that integrated beam column connector body, the column connection-peg, the along continuous straight runs that vertically are convexly equipped with beam column connector body are convexly equipped with the horizontal support joint of beam column connector body; The beam column connector comprises the lateral surface that is not provided with the horizontal support joint, the side shield locating slot of the horizontal direction that is communicated with lateral surface and the crossbeam end face face of keeping out, end face at the side shield locating slot is provided with round platform, is connected with reinforcing rib between round platform, is provided with tapped through hole in round platform.
As first kind of improvement, the beam column connector also comprise be arranged between two adjacent horizontal support joints or adjacent horizontal support joint and column connection-peg between be used for being connected the reinforced joint of the beam column connector of diagonal position.
As second kind of improvement, the beam column connector connects for the top layer beam column; That top layer beam column connector also comprises is integrated with beam column connector body, protrude the oblique upper support joint of top layer of beam column connector body obliquely.
As the third improvement, the beam column connector is a top layer beam column connector, and the column connection-peg is the lower pillar stand connection-peg; That top layer beam column connector also comprises is integrated with beam column connector body, protrude the oblique upper support joint of top layer of beam column connector body obliquely, and the back timber end face that the oblique upper support joint of top layer comprises the supporting top beam inclined-plane and keeps out the back timber end face is kept out face; Under the oblique upper support joint of top layer, be provided with the horizontal support joint; The outermost end of the oblique upper support joint of top layer to the horizontal range at beam column connector body center less than the supporting traverse horizontal plane of the horizontal support joint under the oblique upper support joint of top layer minimum horizontal distance to beam column connector body center.
As the 4th kind of improvement, the beam column connector is a top layer beam column connector, and the column connection-peg is the lower pillar stand connection-peg; The top layer that top layer beam column connector also comprises from a side of beam column connector body or two opposing sides are protruded beam column connector body for oblique time tiltedly descends connection-peg or the oblique lower support joint of top layer; On side of beam column connector body or opposing two side levels, be provided with the horizontal support joint.
As the 5th kind of improvement, the beam column connector is a top layer beam column connector, deviate from the lateral surface of horizontal support joint at beam column connector body on two adjacent lateral surfaces or the corner that is not provided with adjacent two faces of horizontal support joint convex with the tank support portion.
As the 6th kind of improvement, the beam column connector is a top layer beam column connector, only is provided with the column connection-peg in the bottom surface of beam column connector body; Deviate from the lateral surface of horizontal support joint at beam column connector body or on two adjacent lateral surfaces or the angle position that is not provided with adjacent two faces of horizontal support joint convex with the tank support portion, at the vertically convex barricade column connection-peg that is provided with of the end face of tank support portion, the tank supporting surface is positioned at the side of barricade column connection-peg towards beam column connector body.
As the 7th kind of improvement, the beam column connector also comprise one integrated with beam column connector body, on the lateral surface that is not provided with the horizontal support joint or adjacent two angle positions that are not provided with the lateral surface of horizontal support joint be provided with oblique down or level protrude the tie-beam connection-peg of beam column connector body.
As the 8th kind of improvement, that the beam column connector also comprises is integrated with beam column connector body, deviate from beam column connector body be provided with on one or two lateral surface of horizontal support joint oblique down or level protrude the linking arm of beam column connector body, connect on a side of arm end or opposing two sides and be provided with the side bar supported joint connecting 2, the direction that the side bar supported joint is convexly equipped with beam column connector body and corresponding horizontal support joint be convexly equipped with beam column connector body direction towards identical and parallel.
As the 9th kind of improvement, the beam column connector is a bottom beam column connector; It is parallel with crossbeam that the horizontal support joint is convexly equipped with the direction of beam column connector body, is connected and fixed with the end of crossbeam; The column connection-peg is only for being positioned at the upper pillar stand connection-peg above the beam column connector body, first horizontal plane is to be arranged on the support post horizontal plane of beam column connector back to a side on ground, be provided with protuberance down in the bottom of beam column connector body, be provided with the supported portion identical with horizontal support joint number in the side of beam column connector body, the horizontal support joint vertically is convexly equipped with from the end face of supported portion.
The beneficial effect of the relative prior art of the present invention is:
One side of L shaped side shield is stretched in the side shield locating slot and with the beam column connector and is fixed, L shaped side shield and beam column connector form peripheral end to end barricade, form the accommodation space of casting cement floor with floor support shuttering etc., be convenient to the casting cement concrete and form the floor that is parallel to horizontal plane, no longer need traditional support shuttering to support during the casting cement floor, significantly reduce raw-material waste.Support shuttering also can comprise upper support template and lower support template, the lower support template is fixed on the upper support template by screw and nut, after the cement concrete of cast solidifies, the lower support template disassembles, further reduce raw-material waste, stay that nut in the floor also can be used as follow-up finishing such as furred ceiling uses.End face at the side shield locating slot is provided with round platform, between round platform, be connected with reinforcing rib, in each round platform, be provided with tapped through hole, the good rigidly of side shield locating slot, can reduce the wall thickness of side shield locating slot, fixing more reliable when securing members such as while screw are fixed on the screwed hole.
When beam column connector and column and crossbeam are installed together, because column connection-peg, supported joint and this body by integral forming of beam column 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 column connection-peg of beam column connector is connected with the mutual plug-in type of column, when the column that is positioned under it was put in the insertion of beam column connector, the beam column connector just can directly be supported on the column like this; When the column insertion is seated on the beam column connector that is positioned at its below, column just can directly be supported on the beam column connector, install simple and convenient quick, the installation difficulty that has not had the traditional architecture steel structure frame, after column and beam column 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 column 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 column 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 beam column 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 beam column 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.
Various beam column connectors by top layer beam column connector are connected with crossbeam with column, can constitute the multiple frame construction of one deck building.Be connected with crossbeam with column by bottom beam column connector, intermediate layer beam column connector, can constitute the frame construction of multistory building.Because bottom beam column connector and top layer beam column connector comprise multiple beam column connector again, therefore every layer can constitute multiple frame construction again.Be connected with crossbeam with column by bottom beam column connector, intermediate layer beam column connector and top layer beam column connector, not only can constitute multistory building, and make the bottom of building also have building frame construction, being welded on pile tube by the bottom connector connects on the grounding frame, be fixed together by casting cement concrete and underground pile tube again, improve function of seismic resistance, application life, the safety in utilization of building greatly, the pile tube of being driven underground again, the function of seismic resistance of building, application life, safety in utilization are better.
Be connected by the oblique upper support joint of back timber and top layer, top layer beam column connector, form the pitched roof framework.The outermost end of the oblique upper support joint of top layer arrives the minimum horizontal distance at beam column connector body center less than the supporting traverse horizontal plane of the supported joint under the oblique upper support joint of top layer to the horizontal range at beam column connector body center, when crossbeam is installed, can not interfere with the oblique upper support joint of top layer.By the top layer plug connector, the cooperation of back timber hanging part easily increases back timber between the adjacent beam column connector of pitched roof, satisfies the needs of installing.By the top layer hanging part, the cooperation of back timber hanging part, it is more convenient to increase back timber between the adjacent beam column connector of pitched roof.
Reinforced joint makes beam be connected from beginning to end with/post, makes building frame construction form leg-of-mutton support unit, thereby stability is best.
Tank is equipped with tank on the support portion, makes water on the roof converge to the water pipe that flows to ground from the position of setting again in the tank or be communicated with groove when rainy and flows to ground.
By the barricade column is installed on barricade column connection-peg, barricade is installed again, when the roof was the roof, plane, barricade played the effect of safety barrier; When the roof was the roof, inclined-plane, barricade played the effect of decoration.
By on the beam column connector, being provided with the tie-beam connection-peg, cooperate with tie-beam, eaves connector or eaves plug connector, side bar, constitute frameworks such as eaves, balcony, simple in structure, firm, easy for installation, laborsaving.Be provided with linking arm at beam column connector body, be provided with the side bar supported joint on the linking arm end, it is simpler, more firm to constitute frame constructions such as eaves, balcony, installs more convenient, more laborsaving.Be provided with the edge column connection-peg on the eaves connector or on the eaves plug connector or on the linking arm, can constituting the balcony of band guardrail very easily.
This crossbeam is the beam column connector of overhead traveling crane guide rail, is used for the factory building frame construction, and supported joint is used for supporting the overhead traveling crane guide rail, and the scene of overhead traveling crane guide rail is installed simple, and being connected between overhead traveling crane guide rail and column is stressed good.
Be provided with plural horizontal support joint and/or plural column connection-peg in the same side of beam column connector body, can improve the holding capacity of frame construction greatly.
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 beam column 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 beam column 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.
Column is H shaped steel or I-steel, the vertical protuberance of column connection-peg inserts in the column, the connecting portion of H shaped steel or I-steel column is contained in the storage tank, column passes first screwed hole and second screwed hole and column butt and two vertical protuberances grafting by threaded fastener, easy for installation, reliable, position and the verticality of adjusting column are convenient.
Connection-peg adopts the mode of tubular protuberance, pegs graft conveniently with the end of the column of round steel pipe or square steel pipe, and the column and the beam column 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.Column 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 column, and column inserts in the vertical protuberance of column connection-peg, is installed in column and the locking of tubular protuberance on the screwed hole by lock-screw.By scolder is welded in the sealing weld through hole column connection-peg and column are fixed together, and/or column connection-peg and column be fixed together, make the firm and reliable connection of beam column connector and column 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 support post or crossbeam, therefore the phenomenon that yet can not cause frame construction node stress to concentrate.
The reinforcing rib of supported joint side protuberance below improves the support force that supported joint can bear greatly, thereby further improves function of seismic resistance, application life, the safety in utilization of frame construction.
By scolder is welded in the sealing weld through hole supported joint and crossbeam are fixed together, make the firm and reliable connection of beam column connector and crossbeam 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 support post or crossbeam, therefore the phenomenon that yet can not cause frame construction node stress to concentrate.
The adjustment instrument is inserted the adjustment hole, just can regulate the position of the relative beam column connector of beam or post, easy to adjust, laborsaving.
The lateral surface that is not provided with supported joint at the beam column connector is provided with the fixedly screwed hole or the through hole of wallboard, and is convenient when wallboard is installed.
The periphery of the face that the column connection-peg contacts with column flushes with the periphery of column, and the side of crossbeam flushes with the side of supported joint, the appearance looks elegant of frame construction like this, can be directly as the outer facade of building.
Adopt the beam hanging part, the beam hanging part is hanging on the corresponding crossbeam gets final product, just can finish on the crossbeam that is connected, the oblique top beam is installed to pitched roof between crossbeam and the crossbeam easily, apace and the installation of stair frame construction.With respect to the frame construction that need could realize that is connected between existing beam and the beam by the support of post, indoorly can not separated by post, indoor usage space is big, and utilization rate and aesthetic property improve greatly.With respect to welding manner or the connector ways of connecting by non-grafting, the weight transfer of the plate of beam and beam upper support etc. bears for the beam hanging part, the beam hanging part passes to crossbeam with power again, because the direct support reinforcing beam of the one-body molded beam hanging part of beam connection-peg, suspension part and connecting portion of beam hanging part, the direct brace summer hanging part of crossbeam, stressed good, greatly reduce the connected node position between stress concentrations Yu Liang and the beam, overcome link position stressed poor, connect fragile defective, and significantly reduce that securing member connects or the connecting link of welding.Adopt the connected mode of hanging part will build weight loading, evenly and reasonably between Liang Heliang, transmit, make securing member or weld not need to bear the gravity of plate on beam and the beam etc., thereby improve the installation effectiveness of building frame construction and function of seismic resistance, application life, safety in utilization greatly.
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.
Fig. 7 is the schematic perspective view of the embodiment of the invention 7.
Fig. 8 is the schematic perspective view of the embodiment of the invention 8.
Fig. 9 is the schematic perspective view of the embodiment of the invention 9.
Figure 10 is the schematic perspective view of the embodiment of the invention 10.
Figure 11 is the schematic perspective view of the embodiment of the invention 11.
Figure 12 is the schematic perspective view of the embodiment of the invention 12.
Figure 13 is the schematic perspective view of the embodiment of the invention 13.
Figure 14 is the schematic perspective view of the embodiment of the invention 14.
Figure 15 is the schematic perspective view of the embodiment of the invention 15.
Figure 16 is the schematic perspective view of the embodiment of the invention 16.
Figure 17 is the schematic perspective view of the embodiment of the invention 17.
Figure 18 is the schematic perspective view of the embodiment of the invention 18.
Figure 19 is the schematic perspective view of the embodiment of the invention 19.
Figure 20 is the schematic perspective view of the embodiment of the invention 20.
Figure 21 is the schematic perspective view of the embodiment of the invention 21.
Figure 22 is the schematic perspective view of the embodiment of the invention 22.
Figure 23 is the schematic perspective view of the embodiment of the invention 23.
Figure 24 is the schematic perspective view of the embodiment of the invention 24.
Figure 25 is the schematic perspective view of the embodiment of the invention 25.
Figure 26 is the schematic perspective view of the embodiment of the invention 26.
Figure 27 is the schematic perspective view of the embodiment of the invention 27.
Figure 28 is the schematic perspective view of the embodiment of the invention 28.
Figure 29 is the schematic perspective view of the embodiment of the invention 29.
Figure 30 is the schematic perspective view of the embodiment of the invention 30.
Figure 31 is the schematic perspective view of the embodiment of the invention 31.
Figure 32 is the schematic perspective view of the embodiment of the invention 32.
Figure 33 is the schematic perspective view of the embodiment of the invention 33.
Figure 34 is the schematic perspective view of the embodiment of the invention 34.
Figure 35 is the schematic perspective view of the embodiment of the invention 35.
Figure 36 is the schematic perspective view of the embodiment of the invention 36.
Figure 37 is the schematic perspective view of the embodiment of the invention 37.
Figure 38 is the schematic perspective view of the embodiment of the invention 38.
Figure 39 is the schematic perspective view of the embodiment of the invention 39.
Figure 40 is the schematic perspective view of the embodiment of the invention 40.
Figure 41 is the schematic perspective view of the embodiment of the invention 41.
Figure 42 is the schematic perspective view of the embodiment of the invention 42.
The specific embodiment
Embodiment 1
As shown in Figure 1, the beam column connector, the beam column connector is a top layer beam column connector, comprise integrated beam column connector body 25, need and the post end of vertical level direction peg graft 26, two of fixing lower pillar stand connection-pegs vertical mutually, directly support the crossbeam parallel, and the end of crossbeam the horizontal support joint 27, the horizontal support joint 28 that are connected and fixed with horizontal plane.
Below beam column connector body 25, be provided with by column directly support by upright supports horizontal plane 29.Lower pillar stand connection-peg 26 comprise two from extended straight down by upright supports horizontal plane 29 symmetry that forms, opening is towards U-shaped piece 30 both sides, horizontal Tile, U-shaped piece 31, on the base plane of the U-lag of U-shaped piece 30, U-shaped piece 31, be provided with round platform 32, between round platform 32, be connected with reinforcing rib 33, in each round platform 32, be provided with tapped through hole 34, also be provided with and adjust the adjustment hole (not shown) of column, adjust the hole and be communicated with by upright supports horizontal plane 29 and pass by upright supports horizontal plane 29 with respect to beam column connector position.On a side of U-shaped piece 30, U-shaped piece 31, be provided with the tapped through hole 35 of adjusting the column verticality.Gap between U-shaped piece 30, the U-shaped piece 31 forms the storage tank that cooperates with the connecting portion of H shaped steel.U shape piece 30, U-shaped piece 31 two relative faces are to keep out face after keeping out face, column before the column of keeping out before and after the column, and two lateral surfaces of U-shaped piece 30, U-shaped piece 31 are that face is kept out on a column left side of keeping out about column and face is kept out on the column right side.
Horizontal support joint 27, horizontal support joint 28 includes the side protuberance 36 that is convexly equipped with from the side along continuous straight runs of beam column connector body 25, extend again outside bending vertically upward from the end face of side protuberance 36 and be provided with two symmetries, the spacing protuberance 37 that level is arranged side by side, spacing protuberance 38, be provided with the reinforcing rib 39 that links to each other with beam column connector body 25 in the bottom surface of side protuberance 36, at spacing protuberance 37, spacing protuberance 38 is provided with round platform 40 with the base plane of the groove that side protuberance 36 forms, between round platform 40, be connected with reinforcing rib 41, in each round platform 40, be provided with tapped through hole 42, also be provided with each horizontal support joint crossbeam end face and be communicated with, adjust the adjustment hole of crossbeam with respect to beam column connector position.The adjustment hole 43 of horizontal support joint 27 and the crossbeam end face of horizontal support joint 27 are kept out face 44 and are communicated with and pass the crossbeam end face and keep out face 44.The end face of side protuberance 36 is the support side bar horizontal plane 45 that directly supports side bar.Gap between spacing protuberance 37, the spacing protuberance 38 forms the storage tank of vertical component effect that ccontaining end is processed to the side bar end of T font.On the base plane of groove, be provided with sealing weld through hole 46.The beam column connector comprises lateral surface 47, the lateral surface 48 that is not provided with supported joint, keep out the side shield locating slot 49 of the horizontal direction that face 44 is communicated with the crossbeam end face of lateral surface 47 and horizontal support joint 27, keep out the side shield locating slot 51 of the horizontal direction that face 50 is communicated with the crossbeam end face of lateral surface 48 and horizontal support joint 28.On the upper side wall of side plate locating slot 48, side shield locating slot 49, be equipped with tapped through hole 52.
The beam column connector is by the lost foam casting moulding.
As shown in Figure 1, as different from Example 1, the horizontal support joint is three, i.e. horizontal support joint 53, horizontal support joint 54, horizontal support joint 55, horizontal support joint 53, horizontal support joint 54, horizontal support joint 55 mutually vertically become the T font.The beam column connector comprises the lateral surface 56 that is not provided with supported joint, keep out the side shield locating slot 58 of the horizontal direction that face 57 is communicated with the crossbeam end face of lateral surface 56 and horizontal support joint 53, keep out the side shield locating slot (not shown) of the horizontal direction that face 59 is communicated with the crossbeam end face of lateral surface 56 and horizontal support joint 55.
As shown in Figure 3, the beam column connector, comprise integrated beam column connector body 64, be convexly equipped with straight down from the bottom of beam column connector body 64 need to peg graft fixing with the post end of vertical level direction lower pillar stand connection-peg 65 and top from beam column connector body 64 be convexly equipped with straight up 66, two of upper pillar stand connection-pegs vertical mutually, directly support the crossbeam parallel, and the end of crossbeam the horizontal support joint 67, the horizontal support joint 68 that are connected and fixed with horizontal plane.
The structure of lower pillar stand connection-peg 65, horizontal support joint 67, horizontal support joint 68 is identical with embodiment 1.Upper pillar stand connection-peg 66 and lower pillar stand connection-peg 65 are about its center horizontal plane symmetry.
Embodiment 4
As shown in Figure 4, as different from Example 3, the horizontal support joint is three, i.e. horizontal support joint 70, horizontal support joint 71, horizontal support joint 72, horizontal support joint 70, horizontal support joint 71, horizontal support joint 72 mutually vertically become the T font.
Embodiment 5
As shown in Figure 5, as different from Example 2, deviate from beam column connector body 140 on the lateral surface 142 of horizontal support joint 141 and convex with tank support portion 143, extend on away from a side direction of beam column connector body 140 in tank support portion 143 and to be provided with blocking part 144, side shield locating slot 145 is the medial surface that is communicated with beam column connector body and the groove of lateral surface.
Embodiment 6
As shown in Figure 6, as different from Example 1, deviate from beam column connector body 145 on two adjacent lateral surfaces 148 of horizontal support joint 146 and convex with independently tank support portion 150, deviate from beam column connector body 145 on two adjacent lateral surfaces 149 of horizontal support joint 147 and convex with independently tank support portion 151, extend in tank support portion 150 and to be provided with blocking part 152 away from a side direction of beam column connector body 145, extend in tank support portion 151 and to be provided with blocking part 153 away from a side direction of beam column connector body 145, side shield locating slot 154 is the medial surface of connection beam column connector body and the groove of lateral surface.
As shown in Figure 7, as different from Example 1, deviate from beam column connector body 155 on two adjacent lateral surfaces 158,159 of horizontal support joint 156, horizontal support joint 157 and convex with the tank support portion 160 that fuses, extend upward away from the both sides of beam column connector body 155 in tank support portion 160 and to be provided with blocking part 161, blocking part 162, be provided with water through hole 163 down on tank support portion 160, side shield locating slot 164 is the medial surface of connection beam column connector body and the groove of lateral surface.
Embodiment 8
As shown in Figure 8, as different from Example 4, the beam column connector is a top layer beam column connector, deviate from the lateral surface of horizontal support joint 166 convexing with tank support portion 167 at beam column connector body 165, extend in tank support portion 167 and be provided with blocking part 168 away from a side direction of beam column connector body 165.
As shown in Figure 9, as different from Example 3, the beam column connector is a top layer beam column connector, deviate from beam column connector body 170 on two adjacent lateral surfaces of horizontal support joint 171, horizontal support joint 172 and convex with independently tank support portion 173, tank support portion 174 respectively, extend in tank support portion 173 and to be provided with blocking part 175, extend in tank support portion 174 and be provided with blocking part 176 away from a side direction of beam column connector body 170 away from a side direction of beam column connector body 170.
As shown in figure 10, as different from Example 3, the beam column connector is a top layer beam column connector, deviate from beam column connector body 180 on two adjacent lateral surfaces of horizontal support joint 181, horizontal support joint 182 and convex with the tank support portion 183 that fuses, extend upward away from the both sides of beam column connector body 180 in tank support portion 183 and to be provided with blocking part 184, blocking part 185, on tank support portion 183, be provided with water through hole 186 down.
Embodiment 11
As shown in figure 11, as different from Example 5, deviate from the lateral surface of horizontal support joint 191 convexing with tank support portion 192 at beam column connector body 190, extend in tank support portion 192 and be provided with blocking part 193 away from a side direction of beam column connector body 140.On blocking part 193, convex with barricade column connection-peg 194 straight up.The structure of barricade column connection-peg 194 is identical with the structure of the upper pillar stand connection-peg of embodiment 3.
Embodiment 12
As shown in figure 12, as different from Example 1, deviate from beam column connector body 195 on the lateral surface of horizontal support joint 196 and convex with tank support portion 197, extend in tank support portion 197 and to be provided with blocking part 198, on blocking part 198, convex with barricade column connection-peg 199 straight up away from a side direction of beam column connector body 195.Deviate from beam column connector body 195 on the lateral surface of horizontal support joint 200 and convex with tank support portion 201, extend in tank support portion 201 and to be provided with blocking part 202, on blocking part 202, convex with barricade column connection-peg 203 straight up away from a side direction of beam column connector body 195.The structure of barricade column connection-peg 199, barricade column connection-peg 203 is identical with the structure of the upper pillar stand connection-peg of embodiment 3.
Embodiment 13
As shown in figure 13, as different from Example 1, deviate from this 220 bodies of beam column connector on the lateral surface of horizontal support joint 221 and convex with tank support portion 222, extend in tank support portion 222 and to be provided with blocking part 223 away from a side direction of beam column connector body 220, on blocking part 223, convex with barricade column connection-peg 224 straight up, a side of 223 convexes with barricade horizontal support joint 225 in the blocking part, and barricade horizontal support joint 225 is with the structure of horizontal support joint 226, towards identical.The structure of barricade column connection-peg 224 is identical with the structure of the upper pillar stand connection-peg of embodiment 3.
Embodiment 14
As shown in figure 14, as different from Example 2, deviate from beam column connector body 227 on the lateral surface of horizontal support joint 228 and convex with tank support portion 229, extend in tank support portion 229 and to be provided with blocking part 230 away from a side direction of beam column connector body 227, on blocking part 230, convex with barricade column connection-peg 231 straight up, 231 relative both sides convex with the barricade horizontal support joint 232 of symmetry in the blocking part, barricade horizontal support joint 233, barricade horizontal support joint 232 is with the parallel of horizontal support joint 234 and towards identical, barricade horizontal support joint 233 and supported joint 235 are parallel and towards identical.Barricade horizontal support joint 232 is identical with the structure of the horizontal support joint of embodiment 1.On the reinforcing rib 216 in the outside below the horizontal support joint 234, be provided with the through hole 217 that barricade is fixed on the beam column connector, on the reinforcing rib 218 in the outside below the horizontal support joint 235, be provided with the through hole 219 that barricade is fixed on the beam column connector.
As shown in figure 15, as different from Example 1, deviate from horizontal support joint 236 at beam column connector body 245, convex with the tank support portion 238 that fuses on two adjacent lateral surfaces of horizontal support joint 237, extend upward away from the both sides of beam column connector body 245 in tank support portion 238 and to be provided with blocking part 239, blocking part 240, on tank support portion 238, be provided with water through hole 241 down, angle position in tank support portion 238 away from beam column connector body 245 convexes with protuberance 242 straight up, convex with barricade horizontal support joint 243 in protuberance 242 adjacent both sides, barricade horizontal support joint 244 is provided with barricade column connection-peg 245 at the top of protuberance 242.Barricade horizontal support joint 243 and horizontal support joint 236 are parallel and towards identical, and barricade horizontal support joint 244 and horizontal support joint 237 are parallel and towards identical.On the reinforcing rib 220 in the outside below the horizontal support joint 236, be provided with the through hole 221 that barricade is fixed on the beam column connector.
Embodiment 16
As shown in figure 16, as different from Example 4, the beam column connector also comprises the tie-beam connection-peg that the lateral surface level that never is provided with supported joint is convexly equipped with; The tie-beam connection-peg comprises the square tube shape protuberance 247 of the lateral surface along continuous straight runs extension that never is provided with supported joint, on four lateral surfaces of square tube shape protuberance 247, be equipped with elastic tongue 248, elastic tongue 248 is connected on the square tube shape protuberance 247 away from an end of beam column connector body 249, and elastic tongue 248 is a free end towards an end of beam column connector body 249.
Show that as Figure 17 as different from Example 3, the beam column connector also comprises the tie-beam connection-peg 250 that a lateral surface along continuous straight runs that never is provided with supported joint is convexly equipped with; Tie-beam connection-peg 250 structures are identical with the structure of embodiment 16.
Embodiment 18
As shown in figure 18, as different from Example 1, the beam column connector also comprises a tie-beam connection-peg 255 that never is provided with a lateral surface along continuous straight runs of supported joint; Tie-beam connection-peg structure is identical with the structure of embodiment 16.
Embodiment 19
As shown in figure 19, as different from Example 2, the beam column connector also comprises a tie-beam connection-peg 260 that never is provided with the lateral surface along continuous straight runs of supported joint; The structure of tie-beam connection-peg 260 is identical with the structure of embodiment 16.
Embodiment 20
As shown in figure 20, as different from Example 1, the beam column connector also comprises a tie-beam connection-peg 277; Deviate from the oblique protuberance 280 that has of angle position on the adjacent lateral surface of horizontal support joint 278, horizontal support joint 279 at beam column connector body 282, be convexly equipped with under the bottom surface of tie-beam connection-peg 277 vertical lugs 280 281 is oblique.Tie-beam connection-peg 277 structures and embodiment 36 are together.
Embodiment 21
As shown in figure 21, as different from Example 1, the beam column connector also comprises a tie-beam connection-peg 285; Deviate from the oblique protuberance that has on the lateral surface of horizontal support joint 287 at beam column connector body 286, be convexly equipped with under the bottom surface of tie-beam connection-peg 285 vertical lugs is oblique.Tie-beam connection-peg 285 structures and embodiment 36 are together.
Embodiment 22
As shown in figure 22, as different from Example 2, the beam column connector also comprises a tie-beam connection-peg 290; Deviate from the oblique protuberance that has on the lateral surface of horizontal support joint 292 at beam column connector body 291,, be convexly equipped with under the bottom surface of tie-beam connection-peg 290 vertical lugs is oblique.The structure of tie-beam connection-peg 290 and embodiment 36 are together.
Embodiment 23
As shown in figure 23, as different from Example 3, the beam column connector also comprises a tie-beam connection-peg 295; Deviate from the oblique protuberance 298 that has on the lateral surface of horizontal support joint 297 at beam column connector body 296, be convexly equipped with under the bottom surface of tie-beam connection-peg 295 vertical lugs 98 is oblique.Tie-beam connection-peg 295 structures and embodiment 36 are together.
Embodiment 24
As shown in figure 24, as different from Example 4, the beam column connector also comprises a tie-beam connection-peg 300; Deviate from the oblique protuberance 303 that has on the lateral surface of horizontal support joint 302 at beam column connector body 301, be convexly equipped with under the bottom surface of tie-beam connection-peg 300 vertical lugs 303 is oblique.Tie-beam connection-peg 300 structures and embodiment 36 are together.
As shown in figure 25, as different from Example 3, the beam column connector also comprises a tie-beam connection-peg 305; Deviate from the oblique protuberance 309 that has of angle position on the adjacent lateral surface of horizontal support joint 307, horizontal support joint 308 at beam column connector body 306, be convexly equipped with under the bottom surface of tie-beam connection-peg 305 vertical lugs 309 is oblique.The structure of tie-beam connection-peg 305 and embodiment 36 are together.
As shown in figure 26, as different from Example 25, the angle that horizontal support joint 401, horizontal support joint 401 form is 135 °
As shown in figure 27, as different from Example 1, the beam column connector also comprises with beam column connector body 405 integrated, deviate from horizontal support joint 406 at beam column connector body 405, the angle position of two adjacent lateral surfaces of horizontal support joint 407 is provided with the oblique linking arm 408 that protrudes beam column connector body 405 down more straight down, both sides in the vertical end 409 of linking arm 408 are equipped with side bar supported joint 410, side bar supported joint 411, side bar supported joint 410 and horizontal support joint 406 in the same way and parallel, side bar supported joint 411 and horizontal support joint 407 are in the same way and parallel.The structure of side bar supported joint 410, side bar supported joint 411 is identical with the horizontal support joint design of embodiment 1.
As shown in figure 28, as different from Example 1, that the beam column connector also comprises is 415 integrated with beam column connector body, deviate from beam column connector body 415 on the lateral surface of horizontal support joint 416 and be provided with the oblique linking arm 417 that protrudes beam column connector body 415 down more straight down, side in the vertical end 418 of linking arm 417 is provided with side bar supported joint 419, side bar supported joint 419 and horizontal support joint 420 in the same way and parallel.The structure of side bar supported joint 420 is identical with the horizontal support joint design of embodiment 1.
As shown in figure 29, as different from Example 2, that the beam column connector also comprises is 425 integrated with beam column connector body, deviate from beam column connector body 425 on the lateral surface of horizontal support joint 426 and be provided with the oblique linking arm 427 that protrudes beam column connector body 425 down more straight down, both sides in the vertical end 428 of linking arm 427 are respectively equipped with side bar supported joint 429, side bar supported joint 430, side bar supported joint 429 and horizontal support joint 431 in the same way and parallel, side bar supported joint 430 and horizontal support joint 432 in the same way and parallel.The structure of side bar supported joint 429, side bar supported joint 430 is identical with the horizontal support joint design of embodiment 1.
As shown in figure 30, as different from Example 3, that the beam column connector also comprises is 435 integrated with beam column connector body, deviate from beam column connector body 435 on the lateral surface of horizontal support joint 436 and be provided with the oblique linking arm 437 that protrudes beam column connector body down more straight down, side in the vertical end 438 of linking arm 437 is provided with side bar supported joint 439, side bar supported joint 439 and horizontal support joint 440 in the same way and parallel.The structure of side bar supported joint 439 is identical with the horizontal support joint design of embodiment 1.
As shown in figure 31, as different from Example 4, that the beam column connector also comprises is 441 integrated with beam column connector body, deviate from beam column connector body 441 on the lateral surface of horizontal support joint 442 and be provided with the oblique linking arm 443 that protrudes beam column connector body down more straight down, both sides in the vertical end 444 of linking arm 443 are respectively equipped with side bar supported joint 445, side bar supported joint 446, side bar supported joint 445 and horizontal support joint 447 in the same way and parallel, side bar supported joint 446 and horizontal support joint 448 are in the same way and parallel.The structure of side bar supported joint 445, side bar supported joint 446 is identical with the horizontal support joint design of embodiment 1.
Shown in figure 32, as different from Example 3, the beam column connector also comprises with beam column connector body 450 integrated, deviate from horizontal support joint 451 at beam column connector body 450, the angle position of two adjacent lateral surfaces of horizontal support joint 452 is provided with the oblique linking arm 453 that protrudes beam column connector body 450 down more straight down, both sides in the vertical end 454 of linking arm 453 are equipped with side bar supported joint 455, side bar supported joint 456, side bar supported joint 455 and horizontal support joint 451 in the same way and parallel, side bar supported joint 456 and horizontal support joint 452 are in the same way and parallel.The structure of side bar supported joint 455, side bar supported joint 456 is identical with the horizontal support joint design of embodiment 1.
As shown in figure 33, as different from Example 1, that the beam column connector also comprises is 458 integrated with beam column connector body, deviate from beam column connector body 458 on the lateral surface of horizontal support joint 459 and be provided with the linking arm 460 that level is protruded beam column connector body 458, be provided with side bar supported joint 461 near a side of linking arm 460 ends, side bar supported joint 461 and horizontal support joint 462 are in the same way and parallel.Side bar supported joint 461 comprises from the horizontally extending opening of the side U-shaped piece up near linking arm 460.
As shown in figure 34, as different from Example 2, that the beam column connector also comprises is 463 integrated with beam column connector body, deviate from the linking arm 465 that level on the lateral surface of horizontal support joint 464 is protruded beam column connector body 463 at beam column connector body 463, be respectively equipped with side bar supported joint 466, side bar supported joint 467 in both sides near linking arm 465 ends, side bar supported joint 466 and horizontal support joint 468 in the same way and parallel, side bar supported joint 467 and horizontal support joint 469 are in the same way and parallel.Side bar supported joint 466, side bar supported joint 467 include from the horizontally extending opening of the side U-shaped piece up near linking arm.
As shown in figure 35, different with embodiment 51 is also to be provided with edge column connection-peg 471.Edge column connection-peg 471 comprises from the connecting portion end that upwards vertically extension is provided with the tubular protuberance that the cross section is a straight-flanked ring, on four lateral surfaces of tubular protuberance, be equipped with elastic tongue 472, elastic tongue 472 is connected on the square tube shape protuberance away from an end of linking arm 473, and elastic tongue 472 is a free end towards an end of linking arm 473.
As shown in figure 36, different with embodiment 52 is also to be provided with edge column connection-peg 475.Edge column connection-peg 475 structures are identical with embodiment 53.
As shown in figure 37, the beam column connector comprises integrated beam column connector body 560, need a upper pillar stand connection- peg 561 and 562, three horizontal support joint 563, horizontal support joint 564, horizontal support joints 565 that become the T font of a lower pillar stand connection-peg of pegging graft fixing with the post end of vertical level direction.
On beam column connector body 560, be provided with the support post horizontal plane 566 of direct support post.Upper pillar stand connection-peg 561 comprises the square tube shape protuberance that extends straight up from support post horizontal plane 566, on four lateral surfaces of square tube shape protuberance, be equipped with elastic tongue 567, elastic tongue 567 is connected on the square tube shape protuberance away from an end of beam column connector body 560, and elastic tongue 567 is a free end towards an end of beam column connector body 560.The lateral surface of square tube shape protuberance cooperates with the medial surface of square steel pipe column.
Below beam column connector body 560, be provided with by column directly support by upright supports horizontal plane 568.Lower pillar stand connection-peg 562 is arranged on by on the upright supports horizontal plane 568, with the horizontal plane symmetry of upper pillar stand connection-peg 561 about its center.
Horizontal support joint 563, horizontal support joint 564, horizontal support joint 565 include the side protuberance 569 that is convexly equipped with from a side level of beam column connector body 560, two the spacing protuberances 570 arranged side by side, the spacing protuberance 571 that are convexly equipped with straight up from the end face of side protuberance 569, be provided with the reinforcing rib 572 that links to each other with beam column connector body 560 in the bottom surface of side protuberance 569, on the spacing protuberance 571 of a side, be provided with tapped through hole 573.Spacing protuberance 570, the side protuberance 569 that spacing protuberance 571 is corresponding with it form the storage tank of ccontaining beam-end; The supporting traverse horizontal plane is the bottom surface 574 of storage tank.
As shown in figure 36, as different from Example 35, upper pillar stand connection-peg 580 comprises the tubular protuberance that extends straight up from support post horizontal plane 581, on the lateral surface of tubular protuberance, be equipped with elastic tongue 582, elastic tongue 582 is connected on the tubular protuberance away from an end of beam column connector body 583, and elastic tongue is a free end towards 582 ends to beam column connector body 583.The lateral surface of tubular protuberance cooperates with the medial surface of round steel pipe column.
Lower pillar stand connection-peg 584 and the horizontal plane symmetry of upper pillar stand connection-peg 580 about its center.
As shown in figure 38, as different from Example 37, upper pillar stand connection-peg 580 comprises the tubular protuberance that extends straight up from support post horizontal plane 581, on the lateral surface of tubular protuberance, be equipped with elastic tongue 582, elastic tongue 582 is connected on the tubular protuberance away from an end of beam column connector body 583, and elastic tongue is a free end towards 582 ends to beam column connector body 583.The lateral surface of tubular protuberance cooperates with the medial surface of round steel pipe column.
Lower pillar stand connection-peg 584 and the horizontal plane symmetry of upper pillar stand connection-peg 580 about its center.
As shown in figure 39, as different from Example 37, upper pillar stand connection-peg 586 comprises the stair-stepping tubular protuberance that extends straight up from support post horizontal plane 587, and the medial surface 588 of tubular protuberance cooperates with the lateral surface of round steel pipe column; On the macro-axis sidewall of tubular protuberance, be provided with tapped through hole 589.
Lower pillar stand connection-peg 590 and the horizontal plane symmetry of upper pillar stand connection-peg 586 about its center.
As shown in figure 40, as different from Example 37, upper pillar stand connection-peg 595 comprises the square tube shape protuberance that upwards is convexly equipped with from beam column connector body 596, and the medial surface 597 of square tube shape protuberance cooperates with the lateral surface of round steel pipe or square steel pipe column; On the sidewall of square tube shape protuberance, be provided with sealing weld groove 598.
Lower pillar stand connection-peg 599 and the horizontal plane symmetry of upper pillar stand connection-peg 595 about its center.
As shown in figure 41, as different from Example 4, be not provided with at the beam column connector on the lateral surface of connection body 613 of supported joint and be provided with fixedly through hole 614, the through hole 615 of wallboard, on the lateral surface of reinforcing rib 616, be provided with the fixedly through hole 617 of wallboard, on the lateral surface of reinforcing rib 618, be provided with the fixedly through hole 619 of wallboard.
Embodiment 42
As shown in figure 42, as different from Example 3, be not provided with at the beam column connector on the lateral surface of connection body 620 of supported joint and be provided with the fixedly through hole 621 of wallboard, on the lateral surface of reinforcing rib 624, be provided with the fixedly through hole 625 of wallboard.
Claims (10)
1. be used to the beam column connector built, it is characterized in that: comprise that integrated beam column connector body, the column connection-peg, the along continuous straight runs that vertically are convexly equipped with beam column connector body are convexly equipped with the horizontal support joint of beam column connector body; The beam column connector comprises the lateral surface that is not provided with the horizontal support joint, the side shield locating slot of the horizontal direction that is communicated with lateral surface and the crossbeam end face face of keeping out, end face at the side shield locating slot is provided with round platform, is connected with reinforcing rib between round platform, is provided with tapped through hole in round platform.
2. the beam column connector that is used to build as claimed in claim 1 is characterized in that: the beam column connector also comprise be arranged between two adjacent horizontal support joints or adjacent horizontal support joint and column connection-peg between be used for being connected the reinforced joint of the beam column connector of diagonal position.
3. the beam column connector that is used to build as claimed in claim 1 is characterized in that: the beam column connector connects for the top layer beam column; That top layer beam column connector also comprises is integrated with beam column connector body, protrude the oblique upper support joint of top layer of beam column connector body obliquely.
4. the beam column connector that is used to build as claimed in claim 1 is characterized in that: the beam column connector is a top layer beam column connector, and the column connection-peg is the lower pillar stand connection-peg; That top layer beam column connector also comprises is integrated with beam column connector body, protrude the oblique upper support joint of top layer of beam column connector body obliquely, and the back timber end face that the oblique upper support joint of top layer comprises the supporting top beam inclined-plane and keeps out the back timber end face is kept out face; Under the oblique upper support joint of top layer, be provided with described horizontal support joint; The outermost end of the oblique upper support joint of top layer to the horizontal range at beam column connector body center less than the supporting traverse horizontal plane of the horizontal support joint under the oblique upper support joint of top layer minimum horizontal distance to beam column connector body center.
5. the beam column connector that is used to build as claimed in claim 1 is characterized in that: the beam column connector is a top layer beam column connector, and the column connection-peg is the lower pillar stand connection-peg; The top layer that top layer beam column connector also comprises from a side of beam column connector body or two opposing sides are protruded beam column connector body for oblique time tiltedly descends connection-peg or the oblique lower support joint of top layer; On side of beam column connector body or opposing two side levels, be provided with described horizontal support joint.
6. the beam column connector that is used to build as claimed in claim 1, it is characterized in that: the beam column connector is a top layer beam column connector, deviate from the lateral surface of horizontal support joint at beam column connector body on two adjacent lateral surfaces or the corner that is not provided with adjacent two faces of horizontal support joint convex with the tank support portion.
7. the beam column connector that is used to build as claimed in claim 1 is characterized in that: the beam column connector is a top layer beam column connector, only is provided with described column connection-peg in the bottom surface of beam column connector body; Deviate from the lateral surface of horizontal support joint at beam column connector body or on two adjacent lateral surfaces or the angle position that is not provided with adjacent two faces of horizontal support joint convex with the tank support portion, at the vertically convex barricade column connection-peg that is provided with of the end face of tank support portion, the tank supporting surface is positioned at the side of barricade column connection-peg towards beam column connector body.
8. the beam column connector that is used to build as claimed in claim 1 is characterized in that: the beam column connector also comprise one integrated with beam column connector body, on the lateral surface that is not provided with the horizontal support joint or adjacent two angle positions that are not provided with the lateral surface of horizontal support joint be provided with oblique down or level protrude the tie-beam connection-peg of beam column connector body.
9. the beam column connector that is used to build as claimed in claim 1, it is characterized in that: the beam column connector also comprise be provided with on one or two integrated with beam column connector body, deviate from the horizontal support joint at beam column connector body lateral surface oblique down or level protrude the linking arm of beam column connector body, connect on a side of arm end or opposing two sides and be provided with the side bar supported joint connecting 2, the direction that the side bar supported joint is convexly equipped with beam column connector body and corresponding horizontal support joint be convexly equipped with beam column connector body direction towards identical and parallel.
10. the beam column connector that is used to build as claimed in claim 1 is characterized in that: the beam column connector is a bottom beam column connector; It is parallel with crossbeam that the horizontal support joint is convexly equipped with the direction of beam column connector body, is connected and fixed with the end of crossbeam; The column connection-peg is only for being positioned at the upper pillar stand connection-peg above the beam column connector body, first horizontal plane is to be arranged on the support post horizontal plane of beam column connector back to a side on ground, be provided with protuberance down in the bottom of beam column connector body, be provided with the supported portion identical with horizontal support joint number in the side of beam column connector body, the horizontal support joint vertically is convexly equipped with from the end face of supported portion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110115027 CN102261129B (en) | 2011-05-05 | 2011-05-05 | Beam column connecting piece used for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110115027 CN102261129B (en) | 2011-05-05 | 2011-05-05 | Beam column connecting piece used for building |
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| Publication Number | Publication Date |
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| CN102261129A true CN102261129A (en) | 2011-11-30 |
| CN102261129B CN102261129B (en) | 2013-05-29 |
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| CN 201110115027 Expired - Fee Related CN102261129B (en) | 2011-05-05 | 2011-05-05 | Beam column connecting piece used for building |
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| CN104988989A (en) * | 2015-07-20 | 2015-10-21 | 北京海东蓝涛洁净工程技术有限公司 | Movable building structure and making method thereof |
| CN106285141A (en) * | 2016-09-22 | 2017-01-04 | 贾玉杰 | A kind of novel finished product antidetonation suspension and support and using method thereof |
| CN108560707A (en) * | 2018-02-27 | 2018-09-21 | 中材科技股份有限公司 | Can Space Expanding prefabricated house landing nipple part and beam column connection part |
| CN109736429A (en) * | 2019-01-22 | 2019-05-10 | 深圳市库博建筑设计事务所有限公司 | A kind of anti-collapse structure of building aseismicity |
| CN110241920A (en) * | 2018-03-10 | 2019-09-17 | 北京振兴同创钢结构工程有限公司 | A kind of steel column connection structure |
| CN110388116A (en) * | 2019-07-31 | 2019-10-29 | 西部建筑抗震勘察设计研究院有限公司 | A kind of preparation engineering method of prefabricated assembled shock isolating pedestal |
| CN113374088A (en) * | 2021-06-22 | 2021-09-10 | 厦门大禾众邦建筑工程技术服务有限公司 | Assembled steel structure house of standardized component |
| CN114575453A (en) * | 2022-03-29 | 2022-06-03 | 山东建筑大学 | One-way double-mortise and tenon structure of assembled beam column component and construction method |
| CN117266361A (en) * | 2023-11-15 | 2023-12-22 | 中铁九局集团有限公司 | Steel construction node connection structure based on BIM technique |
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| WO2018126307A1 (en) * | 2017-01-05 | 2018-07-12 | Nicholas Varias | Modular system |
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| CN102852230A (en) * | 2011-12-31 | 2013-01-02 | 何晓虹 | Beam column connection piece, building framework structure and mounting method |
| WO2013097678A1 (en) * | 2011-12-31 | 2013-07-04 | He Xiaohong | Beam-column connection member, building frame structure, and mounting method |
| CN103216722A (en) * | 2013-04-08 | 2013-07-24 | 常熟建工建设集团有限公司苏州分公司 | Novel universal change-over tube |
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| CN106285141A (en) * | 2016-09-22 | 2017-01-04 | 贾玉杰 | A kind of novel finished product antidetonation suspension and support and using method thereof |
| CN108560707A (en) * | 2018-02-27 | 2018-09-21 | 中材科技股份有限公司 | Can Space Expanding prefabricated house landing nipple part and beam column connection part |
| CN108560707B (en) * | 2018-02-27 | 2024-01-12 | 中材科技股份有限公司 | Positioning joint piece and beam column connecting piece of movable house capable of expanding space |
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| CN109736429B (en) * | 2019-01-22 | 2020-09-29 | 深圳市库博建筑设计事务所有限公司 | Anti-seismic and anti-collapse structure of building |
| CN109736429A (en) * | 2019-01-22 | 2019-05-10 | 深圳市库博建筑设计事务所有限公司 | A kind of anti-collapse structure of building aseismicity |
| CN110388116A (en) * | 2019-07-31 | 2019-10-29 | 西部建筑抗震勘察设计研究院有限公司 | A kind of preparation engineering method of prefabricated assembled shock isolating pedestal |
| CN113374088A (en) * | 2021-06-22 | 2021-09-10 | 厦门大禾众邦建筑工程技术服务有限公司 | Assembled steel structure house of standardized component |
| CN114575453A (en) * | 2022-03-29 | 2022-06-03 | 山东建筑大学 | One-way double-mortise and tenon structure of assembled beam column component and construction method |
| CN114575453B (en) * | 2022-03-29 | 2023-05-09 | 山东建筑大学 | One-way double mortise and tenon structure of assembled beam column member and construction method |
| CN117266361A (en) * | 2023-11-15 | 2023-12-22 | 中铁九局集团有限公司 | Steel construction node connection structure based on BIM technique |
| CN117266361B (en) * | 2023-11-15 | 2024-02-02 | 中铁九局集团有限公司 | Steel construction node connection structure based on BIM technique |
| CN117386041A (en) * | 2023-12-12 | 2024-01-12 | 石家庄铁道大学 | Underground building anti-seismic supporting structure |
| CN117386041B (en) * | 2023-12-12 | 2024-02-13 | 石家庄铁道大学 | Underground building anti-seismic supporting structure |
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