CN102261129B

CN102261129B - Beam column connecting piece used for building

Info

Publication number: CN102261129B
Application number: CN 201110115027
Authority: CN
Inventors: 杨东佐
Original assignee: Individual
Current assignee: Individual
Priority date: 2011-05-05
Filing date: 2011-05-05
Publication date: 2013-05-29
Anticipated expiration: 2031-05-05
Also published as: CN102261129A

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

The beam column connection part that is used for building

Technical field

The present invention relates to the building such as a kind of house, booth, exhibition booth, bridge beam column connection part, particularly relate to a kind of beam column connection part of building construction frame steel structure.

Background technology

Existing cement brick is mixed, building construction and the construction method thereof of steel concrete, owing to need to draw framework, fluid concrete etc. with reinforcing bar at the construction field (site), shortcoming below existing: the one, its column is filled with first and is built up, and fills with at 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 fill with at twice to build to form, building cycle is long, and labour intensity is large, pollutes large, noise is large, and the building material waste is large; Two is bearing relation that two relations between the cement solids only have Mechanical loading, cannot set up real integrated internal relations, its poor stability, and function of seismic resistance is poor, application life is short; The 3rd, need to use the constructional materialss such as cement, timber, destroy ecological; The 4th, during housing demolition, building material can't be reused, and causes the wasting of resources, produces a large amount of building wastes and is difficult to process; The 4th, because the deadweight of traditional cement works (high buildings and large mansions) frame construction is very heavy, the Mechanical loading of ground is very large, and is abnormally dangerous a little less than whole building becomes and is highly brittle in case the spot jolts rolling, is unfavorable for very much antidetonation.The above-mentioned deficiency of the building construction of, steel concrete mixed for existing cement brick, existing existing steel structure building.

Existing steel building and construction method thereof, although cement brick is mixed relatively, the building construction of steel concrete and construction method thereof, have many good qualities, but Shortcomings, main manifestations be following some: the one owing to directly connect by securing members such as bolts between the beam and column of existing building steel structure frame or beam and the beam or the connected mode by welding etc., stressed poor, connect fragile, beam, post, the gravity of floor etc. all is delivered at last on the connected node and bears by connecting securing member or weld part, can cause like this stress concentrations between beam and column or beam and beam connected node and make connected node stressed poorer, connect more fragile, this can reduce the safety of existing building frame construction, reduction of service life greatly.This is the technical barrier of the maximum of existing traditional architecture steel structure frame existence.The 2nd, the connecting link that on-the-spot bolt etc. is fastenedly connected or welds is many, and this can improve installation difficulty, reduces installation effectiveness, causes the human cost of site operation and time cost high.The 3rd, the connected mode that connects or weld owing to the employing bolton between traditional architecture steel framework beam and post or beam and the beam, the design that must be connected to connection end separately, processing, when beam or post are wanted the Application standard section bar, it connects the end and just must design in addition and process, when beam or not then specially manufacturing of Application standard section bar of post, dual mode all can't be realized standardized production in enormous quantities, cost is high, beam or column dimension mismachining tolerance also occur easily and produce the connection error, made the link position of original just fragility be difficult to well bear the transmission of building weight loading and load forces.

For the deficiency of existing steel building framework, prior art mainly has again following several improvement:

Application number is in the patent of invention of 03134271.X, discloses a kind of method for designing of environmental protection assembling-disassembling beam column bearing structure, and this invention relates to the support of a kind of scaffolding, particularly a kind of removable house.Scaffolding is connected and composed by house load-bearing pillar, spandrel girder, connector, cap, spandrel girder and load-bearing pillar are pegged graft, load-bearing pillar and cap are pegged graft, fixedly connect with bolt between load-bearing pillar, the cap trip is arranged at the load-bearing pillar top, top center has upper lower prop connecting bolt, there is screw in load-bearing pillar bottom centre, post is connected with connector with intercolumniation, the dovetail of spandrel girder and the dovetail groove on the cap are pegged graft, draw-in groove and the capital cap dovetail of cap bottom are pegged graft, and cap top is that dovetail groove and spandrel girder dovetail are pegged graft.Be different from the pouring of traditional scene, accessory is made in batch production, Assembling, with the member of various sizes at the scene Optional assembling become the house of all styles of, also reusable after pulling down, the minimizing building waste.Realize the standardization of main components, add rubber pad between each parts of generalization building unit, seismic wave is played cushioning effect, strengthen anti-seismic performance.It is detachable after building unit is installed, reusable, reduce a large amount of building wastes, and easy construction, alleviate constructor's labour intensity, solved existing engineering construction surrounding environment is polluted the problem large, that noise is high, the cycle is long, the quality project rate is low.But the load-bearing pillar of this technical scheme is not to adopt existing I-steel, H shape steel, square steel pipe, the Modular building section bars such as round steel pipe, but adopt with complicated suspension column and the non-standard component of column cap, this load-bearing pillar needs one-shot forming to make specially, on the one hand because load-bearing pillar reaches several meters, the one-shot forming load-bearing pillar, die cost and cost of manufacture are quite high, on the other hand, because the height of floor, the stressed size of load-bearing pillar constantly changes, to the high load-bearing pillar that needs different mould molding different lengths in different buildings, the load-bearing pillar that different buildings is needed moulding different size size, further increase die cost, also have, load-bearing pillar is so large, it is very difficult, somewhat unrealistic wanting one-shot forming to make.Semi girder and column cap adopt dovetail groove and dovetail to cooperate, if semi girder adopts the I-steel, H shape steel, square steel pipe, round steel pipe, channel-section steel of standard etc., because its cross section is not solid, so is processed into dovetail, it is stressed poor.

Application number is in 99109701.7 the patent of invention, a kind of building component for steel structure building is disclosed, the steel pipe column that comprises fluid concrete, girder steel support and U shaped girder steel, the girder steel support is configured to around propping up of steel pipe column welding by at least one, each support is by the upper lower holding board that be arranged in parallel, at least one pair of junction plate that radially is vertically set between the lower holding board forms, upper lower holding board has an arc surface, the extension that body part and move towards along every pair of junction plate extends, form at least two pairs of junction plates at the girder steel support, each is fixed together to the corresponding extension of junction plate and upper holding board and lower holding board and an end of U shaped girder steel.Because the girder steel support of this technical scheme is configured to around propping up of steel pipe column welding by at least one, the weld that the gravity of beam, post, floor etc. all is delivered on the connected node at last by steel pipe and support bears, can cause like this stress concentrations between beam and column or beam and beam connected node and make connected node stressed poor, connect fragile, this can reduce the safety of building frame construction, reduction of service life greatly.

Application number is in 200810229754.9 the patent of invention, to disclose a kind of butt connecting component for light steel structured housing construction, comprises nose combination, recessed end combination, upper square tube, lower square tube, crossbeam, wedge plate; It is outside that the top pipe box is contained in nose combination upper end; Nose combination middle part has step, lower end to insert the upper end of recessed end combination; The below pipe box is contained in the outside of recessed end combination lower end; The outer setting of recessed end combination upper end has otic placode, on crossbeam, be connected with the wedge plate by bolt, nuts and washers, with the skewed slot place on the corresponding otic placode that is inserted into recessed end combination of the wedge end of the wedge body of wedge plate and crossbeam combination and by the locking of lateral pin locking member.Because present technique connecting square pipes and crossbeam need to finish by the acting in conjunction of nose combination, recessed end combination, wedge plate, lateral pin, bolt, nut, fixing link is many, particularly the lateral pin and the bolt that are delivered to again at last on the connected node of the gravity of beam, post, floor etc. bears, can cause like this stress concentrations between beam and column or beam and beam connected node and make connected node stressed poor, connect fragile, this can reduce the safety of building frame construction greatly, reduction of service life, install also inconvenient.

Application number is in 00218061.8 the utility model patent, a kind of universal joint device for steel structure building is disclosed, formed by steel corbel, steel column, girder steel, steel corbel comprises node junction plate, web, gusset plate, the node junction plate of steel corbel adopts flute profile shaped steel and web and gusset plate to fix as one, and the node apparatus structure is consistent.This structure on the one hand gusset plate needs cooperate with the profile of steel column, owing to the accuracy of manufacture of steel column is poor, cooperates badly, can affect stressedly, and when steel column was cylindrical tube, its fiting effect was more undesirable; Node junction plate, web, gusset plate are that separate piece is fixed together on the other hand, not one-body molded, it is stressed poor, particularly the gravity load of beam, post, floor etc. the weld and the securing member that are delivered to again at last connected node bears, can cause like this stress concentrations between beam and column or beam and beam connected node and make connected node stressed poor, connect fragile, this can reduce the safety of building frame construction greatly, and shock resistance is poor, reduction of service life.

Immediate prior art is 97101724.7 patent of invention, this patent disclosure a kind of steel mould light building and construction method thereof, it is the light steel injection moulding building of thin-walled, jointly be combined into by annotating the high-pressure foam plastic shaping in thin-walled lightweight steel construction and the member hollow lumen, it is mainly by the post member, on, lower column joint, two single-beam buckets, column base, member of storied building beam, window top (platform) beam, mould panel, floor pavilion grid, tension rod, the injection moulding floor, the beam column card, the montant member, post beam card, ground frame diagonal brace, substrate plate, elastic layer, ground, the array lime pile, earth anchors etc. are coupled to each other formation.Although in this technical scheme, the post member has supporting role to lower column joint, lower column joint has supporting role to the beam bucket, Liang Dou has supporting role to upper column joint, upper column joint coupled columns member has supporting role, Liang Dou has supporting role to beam, and weld and securing member that the gravity load of beam, post, floor etc. can not be delivered to connected node at last bear; But the post member in this technical scheme needed could realize by the upper column joint that links together, lower column joint, beam bucket with being connected of beam, shortcoming is: the one, and the combination of a plurality of parts could realize being connected of post member and beam, poor rigidity, rigging error is large, the 2nd, between lower column joint and the post member, between lower column joint and beam bucket, between the upper column joint of Liang Douyu, all need by the self-pressure bolt or be welded and fixed between upper column joint and post member, operation is many, during installation fee, fixing link is many can to cause the verticality of post member and the adjusting difficulty of installation site thereof; Finish a plurality of part poor rigidity of joint pin member and beam in this technical scheme, it is poorer to combine rigidity, is unfavorable for bearing and transmitting of heavy load; The 3rd, the gravity of beam, post, floor etc. all is delivered at last and is born by the horizontal part that is supported on the beam bucket on the lower column joint on the connected node, can cause like this stress concentrations between beam and column or beam and beam connected node and make connected node stressed poor, connect fragile, this can reduce the safety of building frame construction, reduction of service life greatly.

Summary of the invention

The technical problem to be solved in the present invention provides a kind of to connected crossbeam and the direct beam column connection part that is used for building that supports or directly supported of column.

Be used for the beam column connection part of building, it is characterized in that: comprise that integrated beam column connection part body, the column connection-peg, the along continuous straight runs that vertically are convexly equipped with the beam column connection part body are convexly equipped with the horizontal support joint of beam column connection part body; Beam column connection part 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.

Improve as the first, beam column connection part 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 connection part of diagonal position.

Improve as the second, beam column connection part is that the top layer beam column connects; That the top layer beam column connection part also comprises is integrated with the beam column connection part body, protrude obliquely the oblique upper support joint of top layer of beam column connection part body.

As the third improvement, beam column connection part is the top layer beam column connection part, and the column connection-peg is the lower pillar stand connection-peg; That the top layer beam column connection part also comprises is integrated with the beam column connection part body, protrude obliquely the oblique upper support joint of top layer of beam column connection part body, 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 connection part body center less than the supporting traverse horizontal plane of the horizontal support joint under the oblique upper support joint of the top layer minimum horizontal distance to beam column connection part body center.

As the 4th kind of improvement, beam column connection part is the top layer beam column connection part, and the column connection-peg is the lower pillar stand connection-peg; The top layer beam column connection part also comprises from side of beam column connection part body or the top layer of the opposing oblique lower protrusion beam column connection part body in two sides tiltedly descends connection-peg or the oblique lower support joint of top layer; A side or two opposing side levels at the beam column connection part body are provided with the horizontal support joint.

As the 5th kind of improvement, beam column connection part is the top layer beam column connection part, deviate from the lateral surface of horizontal support joint at the beam column connection part 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, beam column connection part is the top layer beam column connection part, only is provided with the column connection-peg in the bottom surface of beam column connection part body; Deviate from the lateral surface of horizontal support joint at the beam column connection part 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 end face of the tank support portion convex barricade column connection-peg that is provided with vertically, the tank supporting surface is positioned at barricade column connection-peg towards a side of beam column connection part body.

As the 7th kind of improvement, beam column connection part also comprise one integrated with the beam column connection part 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 the tie-beam connection-peg that oblique lower or level is protruded the beam column connection part body.

As the 8th kind of improvement, one or two lateral surface that beam column connection part also comprises is integrated with the beam column connection part body, deviate from the horizontal support joint at the beam column connection part body is provided with the linking arm that oblique lower or level is protruded the beam column connection part body, be provided with the side bar supported joint in a side of linking arm end or two opposing sides, the direction that the side bar supported joint is convexly equipped with the beam column connection part body and corresponding horizontal support joint be convexly equipped with the beam column connection part body direction towards identical and parallel.

As the 9th kind of improvement, beam column connection part is the bottom beam column connection part; It is parallel with crossbeam that the horizontal support joint is convexly equipped with the direction of beam column connection part 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 connection part body, the first horizontal plane is to be arranged on beam column connection part back to the support post horizontal plane of a side on ground, be provided with lower protuberance in the bottom of beam column connection part body, be provided with the supported section identical with horizontal support joint number in the side of beam column connection part body, the horizontal support joint vertically is convexly equipped with from the end face of supported section.

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 beam column connection part and is fixed, L shaped side shield and beam column connection part form peripheral end to end barricade, form the accommodation space of casting cement floor with form bracing template 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, greatly 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 the securing members such as while screw are fixed on the screwed hole.

When beam column connection part and column and crossbeam are installed together, because column connection-peg, supported joint and this body by integral forming of beam column connection part, relatively directly connect by securing members such as bolts between traditional architecture steel framework beam and post or beam and the beam or the connected mode by welding etc., greatly reduce the connecting link that bolt etc. is fastenedly connected or welds, greatly reduce stress concentrations between beam and column or beam and beam link position and make link position stressed poor, connect fragile defective.Because the column connection-peg of beam column connection part is connected with the mutual plug-in type of column, when the column that is positioned under it was put in the beam column connection part insertion, beam column connection part just can directly be supported on the column like this; When the column insertion is seated on the beam column connection part that is positioned at its below, column just can directly be supported on the beam column connection part, install simple and convenient quick, the installation difficulty that has not had the traditional architecture steel structure frame, after column and beam column connection part link together, have and support and supported relation, it is stressed good to make.When crossbeam and supported joint are installed together, the supported joint supporting traverse is stressed good.The connected mode of present technique can also be with the building weight loading, evenly and reasonably between beam and column or beam and beam, transmit, reasonably be delivered to load forces on the column, last reasonably the transmission is distributed on the ground, make the securing members such as bolt or weld no longer need to bear the support force of column or crossbeam, greatly reduce the stress of building frame construction and concentrate, thereby greatly improve the installation effectiveness of building frame construction and function of seismic resistance, application life, safety in utilization.Particularly, connected mode in order to realize adopting bolton to connect or weld between traditional architecture steel framework beam and post or beam and the beam, the design that must be connected to connection end separately, processing, when beam or post are wanted the Application standard section bar, it connects the end and just must design in addition and process, when beam or not then specially manufacturing of Application standard section bar of post, dual mode all can't be realized standardized production in enormous quantities, beam or column dimension mismachining tolerance also occur easily and produce the connection error, make the very difficult transmission of well bearing the power of building weight loading and load of link position of original just fragility, and the beam column connection part 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, beam column connection part is made in batch production, Assembling, with the member of various sizes at the scene Optional assembling become the house of all styles of, also reusable after pulling down, the minimizing building waste.Realize the standardization of main components, generalization, easy construction alleviates constructor's labour intensity, has solved existing engineering construction surrounding environment is polluted the problem large, that noise is high, the cycle is long, the quality project rate is low.

Various beam column connection parts by the top layer beam column connection part are connected with crossbeam with column, can consist of the multiple frame construction of one deck building.Be connected with crossbeam with column by bottom beam column connection part, intermediate layer beam column connection part, can consist of the frame construction of multistory building.Because bottom beam column connection part and top layer beam column connection part comprise again multiple beam column connection part, therefore every layer can consist of multiple frame construction again.Be connected with crossbeam with column by bottom beam column connection part, intermediate layer beam column connection part and top layer beam column connection part, not only can consist of 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, greatly improve function of seismic resistance, application life, the safety in utilization of building, 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 connection part, 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 connection part 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 connection part 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 connection part 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 connection part of pitched roof.

Reinforced joint makes beam and is connected post and connects from beginning to end, make 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 at barricade column connection-peg the barricade column being installed, barricade is installed again, when the roof was plane roof, barricade played the effect of safety barrier; When the roof was the roof, inclined-plane, barricade played the effect of decoration.

By be provided with the tie-beam connection-peg at beam column connection part, cooperate with tie-beam, eaves connector or eaves plug connector, side bar, consist of the frameworks such as eaves, balcony, simple in structure, firm, easy for installation, laborsaving.Be provided with linking arm at the beam column connection part body, be provided with the side bar supported joint in the linking arm end, it is simpler, more firm to consist of the frame constructions such as eaves, balcony, installs more convenient, more laborsaving.On the eaves connector or on the eaves plug connector or linking arm be provided with the edge column connection-peg, can consist of very easily the balcony with guardrail.

This crossbeam is the beam column connection part of overhead traveling crane guide rail, is used for Frame Structure, 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 connection part body, can greatly improve the holding capacity of frame construction.

Gap between two stopper protrusions of horizontal support joint forms the storage tank of vertical component effect that accommodating end is processed to the beam-end of T font, and is simple in structure, and the mould of casting beam column connection part is simple, reduces production costs.

The stopper protrusion of horizontal support joint is that the sidewall of storage tank forms for extending vertically upward more horizontal outward from the end face of side protuberance, and is stressed good, is convenient to the installation of screw that crossbeam and beam column connection part are held out against.

Two stopper protrusions side protuberance corresponding with it of horizontal support joint forms the storage tank of accommodating beam-end, and crossbeam need not processed during installation, saves the set-up time, and can be fit to square-tube-shaped steel pipe, H shape steel pipe etc.

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 the first screwed hole and the 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, with the end of the column of round steel pipe or square steel pipe peg graft convenient, and the column and the beam column connection part that are plugged in together is fixing also convenient.Be provided with elastic tongue at tubular protuberance, connection-peg can not rock when inserting corresponding beam or post each other, and inserting Liang Shike no longer needs to fix by alternate manners such as welding or securing members.Sidewall at tubular protuberance is provided with screwed hole or sealing weld groove, and fixed form is simple, and is fixing reliable.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 so on the one hand the firm and reliable connection of beam column connection part and column, on the other hand because welding has been fixation, the welding position does not need to bear the support force of support post or crossbeam, the phenomenon that therefore yet can not cause the frame construction node stress to concentrate.

The reinforcing rib of supported joint side protuberance below greatly improves the support force that supported joint can bear, 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 so on the one hand the firm and reliable connection of beam column connection part and crossbeam, on the other hand because welding has been fixation, the welding position does not need to bear the support force of support post or crossbeam, the phenomenon that therefore yet can not cause the frame construction node stress to concentrate.

The adjustment instrument is inserted adjusting hole, just can regulate the position of beam or the relative beam column connection part of post, easy to adjust, laborsaving.

The lateral surface that is not provided with supported joint at beam column connection part is provided with 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 such appearance looks elegant of frame construction, 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 easily, rapidly on the crossbeam that is connected, the oblique top beam is installed to pitched roof between crossbeam and the crossbeam and the installation of stair frame construction.With respect to the frame construction that need could realize by the support of post that is connected between existing beam and the beam, indoorly can not separated by post, indoor usage space is large, and utilization rate and aesthetic property improve greatly.The mode that connects with respect to welding manner or the connector by non-grafting, the weight transfer of the plate of beam and beam upper support etc. is born to 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 greatly 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 greatly improve the installation effectiveness of building frame construction and function of seismic resistance, application life, safety in utilization.

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, beam column connection part, beam column connection part is the top layer beam column connection part, comprise integrated beam column connection part body 25, need and the post end of vertical level direction peg graft 26, two of fixing lower pillar stand connection-pegs mutually vertical, directly support the crossbeam parallel with horizontal plane, and the end of crossbeam the horizontal support joint 27, the horizontal support joint 28 that are connected and fixed.

Below beam column connection part 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, base plane at the U-lag of U-shaped piece 30, U-shaped piece 31 is 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 column with respect to the adjusting hole (not shown) of beam column connection part position, adjusting hole be communicated with by upright supports horizontal plane 29 and pass by upright supports horizontal plane 29.Be provided with the tapped through hole 35 of adjusting verticality of stand column in a side of U-shaped piece 30, U-shaped piece 31.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-shaped 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 connection part body 25, extend vertically upward again outward from the end face of side protuberance 36 and be provided with two symmetries, the stopper protrusion 37 that level is arranged side by side, stopper protrusion 38, be provided with the reinforcing rib 39 that links to each other with beam column connection part body 25 in the bottom surface of side protuberance 36, in stopper protrusion 37, stopper protrusion 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 crossbeam with respect to the adjusting hole of beam column connection part position.The adjusting 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 stopper protrusion 37, the stopper protrusion 38 forms the storage tank of vertical component effect that accommodating end is processed to the side bar end of T font.Base plane at groove is provided with sealing weld through hole 46.Beam column connection part 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.Upper side wall at side plate locating slot 48, side shield locating slot 49 is equipped with tapped through hole 52.

Beam column connection part is by the lost foam casting moulding.

Embodiment 2

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.Beam column connection part 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.

Embodiment 3

As shown in Figure 3, beam column connection part, comprise integrated beam column connection part body 64, be convexly equipped with straight down from the bottom of beam column connection part body 64 need to peg graft fixing with the post end of vertical level direction lower pillar stand connection-peg 65 and top vertical from beam column connection part body 64 upwards be convexly equipped with 66, two of upper pillar stand connection-pegs mutually vertical, directly support the crossbeam parallel with horizontal plane, and the end of crossbeam the horizontal support joint 67, the horizontal support joint 68 that are connected and fixed.

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 symmetrical about its center horizontal plane.

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, a lateral surface 142 that deviates from horizontal support joint 141 at beam column connection part body 140 convexes with tank support portion 143, side direction extension in tank support portion 143 away from beam column connection part body 140 is provided with blocking part 144, and side shield locating slot 145 is the medial surface of connection beam column connection part body and the groove of lateral surface.

Embodiment 6

As shown in Figure 6, as different from Example 1, two adjacent lateral surfaces 148 that deviate from horizontal support joint 146 at beam column connection part body 145 convex with independently tank support portion 150, two adjacent lateral surfaces 149 that deviate from horizontal support joint 147 at beam column connection part body 145 convex with independently tank support portion 151, side direction extension in tank support portion 150 away from beam column connection part body 145 is provided with blocking part 152, side direction extension in tank support portion 151 away from beam column connection part body 145 is provided with blocking part 153, side shield locating slot 154 is the medial surface of connection beam column connection part body and the groove of lateral surface.

Embodiment 7

As shown in Figure 7, as different from Example 1, two the adjacent lateral surfaces 158,159 that deviate from horizontal support joint 156, horizontal support joint 157 at beam column connection part body 155 convex with the tank support portion 160 that is connected, extend upward away from the both sides of beam column connection part body 155 in tank support portion 160 and to be provided with blocking part 161, blocking part 162, be provided with lower water through hole 163 in tank support portion 160, side shield locating slot 164 is the medial surface of connection beam column connection part body and the groove of lateral surface.

Embodiment 8

As shown in Figure 8, as different from Example 4, beam column connection part is the top layer beam column connection part, a lateral surface that deviates from horizontal support joint 166 at beam column connection part body 165 convexes with tank support portion 167, and the side direction extension in tank support portion 167 away from beam column connection part body 165 is provided with blocking part 168.

Embodiment 9

As shown in Figure 9, as different from Example 3, beam column connection part is the top layer beam column connection part, deviate from beam column connection part body 170 on two adjacent lateral surfaces of horizontal support joint 171, horizontal support joint 172 and convex with respectively independently tank support portion 173, tank support portion 174, side direction extension in tank support portion 173 away from beam column connection part body 170 is provided with blocking part 175, and the side direction extension in tank support portion 174 away from beam column connection part body 170 is provided with blocking part 176.

Embodiment 10

As shown in figure 10, as different from Example 3, beam column connection part is the top layer beam column connection part, two adjacent lateral surfaces that deviate from horizontal support joint 181, horizontal support joint 182 at beam column connection part body 180 convex with the tank support portion 183 that is connected, extend upward away from the both sides of beam column connection part body 180 in tank support portion 183 and to be provided with blocking part 184, blocking part 185, be provided with lower water through hole 186 in tank support portion 183.

Embodiment 11

As shown in figure 11, as different from Example 5, a lateral surface that deviates from horizontal support joint 191 at beam column connection part body 190 convexes with tank support portion 192, and the side direction extension in tank support portion 192 away from beam column connection part body 140 is provided with blocking part 193.On blocking part 193, convex with straight up barricade column connection-peg 194.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, a lateral surface that deviates from horizontal support joint 196 at beam column connection part body 195 convexes with tank support portion 197, side direction extension in tank support portion 197 away from beam column connection part body 195 is provided with blocking part 198, convexes with straight up barricade column connection-peg 199 on blocking part 198.A lateral surface that deviates from horizontal support joint 200 at beam column connection part body 195 convexes with tank support portion 201, side direction extension in tank support portion 201 away from beam column connection part body 195 is provided with blocking part 202, convexes with straight up barricade column connection-peg 203 on blocking part 202.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, a lateral surface that deviates from horizontal support joint 221 at these 220 bodies of beam column connection part convexes with tank support portion 222, side direction extension in tank support portion 222 away from beam column connection part body 220 is provided with blocking part 223, on blocking part 223, convex with straight up barricade column connection-peg 224, 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, a lateral surface that deviates from horizontal support joint 228 at beam column connection part body 227 convexes with tank support portion 229, side direction extension in tank support portion 229 away from beam column connection part body 227 is provided with blocking part 230, on blocking part 230, convex with straight up barricade column connection-peg 231,231 relative both sides convex with symmetrical barricade horizontal support joint 232 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.The reinforcing rib 216 in the outside is provided with barricade is fixed on through hole 217 on the beam column connection part below horizontal support joint 234, and the reinforcing rib 218 in the outside is provided with barricade is fixed on through hole 219 on the beam column connection part below horizontal support joint 235.

Embodiment 15

As shown in figure 15, as different from Example 1, deviate from horizontal support joint 236 at beam column connection part body 245, convex with the tank support portion 238 that is connected on two adjacent lateral surfaces of horizontal support joint 237, extend upward away from the both sides of beam column connection part body 245 in tank support portion 238 and to be provided with blocking part 239, blocking part 240, be provided with lower water through hole 241 in tank support portion 238, angle position in tank support portion 238 away from beam column connection part 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.The reinforcing rib 220 in the outside is provided with barricade is fixed on through hole 221 on the beam column connection part below horizontal support joint 236.

Embodiment 16

As shown in figure 16, as different from Example 4, beam column connection part 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-shaped protuberance 247 of the lateral surface along continuous straight runs extension that never is provided with supported joint, four lateral surfaces at square-tube-shaped protuberance 247 are equipped with elastic tongue 248, elastic tongue 248 is connected on the square-tube-shaped protuberance 247 away from an end of beam column connection part body 249, and elastic tongue 248 is free end towards an end of beam column connection part body 249.

Embodiment 17

Show that such as Figure 17 as different from Example 3, beam column connection part 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, beam column connection part also comprises a tie-beam connection-peg 255 that never is provided with a lateral surface along continuous straight runs of supported joint; The tie-beam socket plug structure is identical with the structure of embodiment 16.

Embodiment 19

As shown in figure 19, as different from Example 2, beam column connection part 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, beam column connection part 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 connection part 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, beam column connection part 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 connection part 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, beam column connection part 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 connection part 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, beam column connection part 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 connection part 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, beam column connection part 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 connection part 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.

Embodiment 25

As shown in figure 25, as different from Example 3, beam column connection part 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 connection part 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.

Embodiment 26

As shown in figure 26, as different from Example 25, the angle that horizontal support joint 401, horizontal support joint 401 form is 135 °

Embodiment 27

As shown in figure 27, as different from Example 1, beam column connection part also comprises with beam column connection part body 405 integrated, deviate from horizontal support joint 406 at beam column connection part body 405, the angle position of two adjacent lateral surfaces of horizontal support joint 407 is provided with the oblique lower linking arm 408 that protrudes straight down again beam column connection part body 405, 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.

Embodiment 28

As shown in figure 28, as different from Example 1, the lateral surface that beam column connection part also comprises is 415 integrated with the beam column connection part body, deviate from horizontal support joint 416 at beam column connection part body 415 is provided with the oblique lower linking arm 417 that protrudes straight down again beam column connection part body 415, 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.

Embodiment 29

As shown in figure 29, as different from Example 2, the lateral surface that beam column connection part also comprises is 425 integrated with the beam column connection part body, deviate from horizontal support joint 426 at beam column connection part body 425 is provided with the oblique lower linking arm 427 that protrudes straight down again beam column connection part body 425, 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.

Embodiment 30

As shown in figure 30, as different from Example 3, the lateral surface that beam column connection part also comprises is 435 integrated with the beam column connection part body, deviate from horizontal support joint 436 at beam column connection part body 435 is provided with the oblique lower linking arm 437 that protrudes straight down again the beam column connection part body, 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.

Embodiment 31

As shown in figure 31, as different from Example 4, the lateral surface that beam column connection part also comprises is 441 integrated with the beam column connection part body, deviate from horizontal support joint 442 at beam column connection part body 441 is provided with the oblique lower linking arm 443 that protrudes straight down again the beam column connection part body, 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.

Embodiment 32

Shown in figure 32, as different from Example 3, beam column connection part also comprises with beam column connection part body 450 integrated, deviate from horizontal support joint 451 at beam column connection part body 450, the angle position of two adjacent lateral surfaces of horizontal support joint 452 is provided with the oblique lower linking arm 453 that protrudes straight down again beam column connection part body 450, 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.

Embodiment 33

As shown in figure 33, as different from Example 1, the lateral surface that beam column connection part also comprises is 458 integrated with the beam column connection part body, deviate from horizontal support joint 459 at beam column connection part body 458 is provided with the linking arm 460 that level is protruded beam column connection part 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 up U-shaped piece of a side near linking arm 460.

Embodiment 34

As shown in figure 34, as different from Example 2, that beam column connection part also comprises is 463 integrated with the beam column connection part body, deviate from the linking arm 465 that level on the lateral surface of horizontal support joint 464 is protruded beam column connection part body 463 at beam column connection part body 463, be respectively equipped with side bar supported joint 466, side bar supported joint 467 in the 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 up U-shaped piece of a side near linking arm.

Embodiment 35

As shown in figure 35, different from 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 straight-flanked ring, four lateral surfaces at tubular protuberance are equipped with elastic tongue 472, elastic tongue 472 is connected on the square-tube-shaped protuberance away from an end of linking arm 473, and elastic tongue 472 is free end towards an end of linking arm 473.

Embodiment 36

As shown in figure 36, different from embodiment 52 is also to be provided with edge column connection-peg 475.Edge column connection-peg 475 structures are identical with embodiment 53.

Embodiment 37

As shown in figure 37, beam column connection part comprises integrated beam column connection part 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.

Be provided with the support post horizontal plane 566 of direct support post at beam column connection part body 560.Upper pillar stand connection-peg 561 comprises the square-tube-shaped protuberance that extends straight up from support post horizontal plane 566, four lateral surfaces at the square-tube-shaped protuberance are equipped with elastic tongue 567, elastic tongue 567 is connected on the square-tube-shaped protuberance away from an end of beam column connection part body 560, and elastic tongue 567 is free end towards an end of beam column connection part body 560.The lateral surface of square-tube-shaped protuberance cooperates with the medial surface of square steel pipe column.

Below beam column connection part 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, and is symmetrical about the horizontal plane of its center with upper pillar stand connection-peg 561.

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 connection part body 560, two stopper protrusions arranged side by side 570, the stopper protrusion 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 connection part body 560 in the bottom surface of side protuberance 569, be provided with tapped through hole 573 in the stopper protrusion 571 of a side.Stopper protrusion 570, the stopper protrusion 571 side protuberance 569 corresponding with it form the storage tank of accommodating beam-end; The supporting traverse horizontal plane is the bottom surface 574 of storage tank.

Embodiment 36

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, lateral surface at the tubular protuberance is equipped with elastic tongue 582, elastic tongue 582 is connected on the tubular protuberance away from an end of beam column connection part body 583, and elastic tongue is free end towards 582 ends to beam column connection part body 583.The lateral surface of tubular protuberance cooperates with the medial surface of round steel pipe column.

Lower pillar stand connection-peg 584 is symmetrical about the horizontal plane of its center with upper pillar stand connection-peg 580.

Embodiment 38

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, lateral surface at the tubular protuberance is equipped with elastic tongue 582, elastic tongue 582 is connected on the tubular protuberance away from an end of beam column connection part body 583, and elastic tongue is free end towards 582 ends to beam column connection part body 583.The lateral surface of tubular protuberance cooperates with the medial surface of round steel pipe column.

Embodiment 39

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; Macro-axis sidewall at the tubular protuberance is provided with tapped through hole 589.

Lower pillar stand connection-peg 590 is symmetrical about the horizontal plane of its center with upper pillar stand connection-peg 586.

Embodiment 40

As shown in figure 40, as different from Example 37, upper pillar stand connection-peg 595 comprises the square-tube-shaped protuberance that upwards is convexly equipped with from beam column connection part body 596, and the medial surface 597 of square-tube-shaped protuberance cooperates with the lateral surface of round steel pipe or square steel pipe column; Sidewall at the square-tube-shaped protuberance is provided with sealing weld groove 598.

Lower pillar stand connection-peg 599 is symmetrical about the horizontal plane of its center with upper pillar stand connection-peg 595.

Embodiment 41

As shown in figure 41, as different from Example 4, the lateral surface that is not provided with the connection body 613 of supported joint at beam column connection part is provided with fixedly through hole 614, the through hole 615 of wallboard, lateral surface at reinforcing rib 616 is provided with the fixedly through hole 617 of wallboard, is provided with the fixedly through hole 619 of wallboard at the lateral surface of reinforcing rib 618.

Embodiment 42

As shown in figure 42, as different from Example 3, the lateral surface that is not provided with the connection body 620 of supported joint at beam column connection part is provided with the fixedly through hole 621 of wallboard, is provided with the fixedly through hole 625 of wallboard at the lateral surface of reinforcing rib 624.

Claims

1. be used for the beam column connection part of building, it is characterized in that: comprise that integrated beam column connection part body, the column connection-peg, the along continuous straight runs that vertically are convexly equipped with the beam column connection part body are convexly equipped with the horizontal support joint of beam column connection part body; Beam column connection part 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 connection part for building as claimed in claim 1 is characterized in that: beam column connection part 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 connection part of diagonal position.

As claimed in claim 1 for the building beam column connection part, it is characterized in that: beam column connection part is the top layer beam column connection part; That the top layer beam column connection part also comprises is integrated with the beam column connection part body, protrude obliquely the oblique upper support joint of top layer of beam column connection part body.

As claimed in claim 1 for the building beam column connection part, it is characterized in that: beam column connection part is the top layer beam column connection part, the column connection-peg is the lower pillar stand connection-peg; That the top layer beam column connection part also comprises is integrated with the beam column connection part body, protrude obliquely the oblique upper support joint of top layer of beam column connection part body, 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 connection part body center less than the supporting traverse horizontal plane of the horizontal support joint under the oblique upper support joint of the top layer minimum horizontal distance to beam column connection part body center.

As claimed in claim 1 for the building beam column connection part, it is characterized in that: beam column connection part is the top layer beam column connection part, the column connection-peg is the lower pillar stand connection-peg; The top layer beam column connection part also comprises from side of beam column connection part body or the top layer of the opposing oblique lower protrusion beam column connection part body in two sides tiltedly descends connection-peg or the oblique lower support joint of top layer; A side or two opposing side levels at the beam column connection part body are provided with described horizontal support joint.

As claimed in claim 1 for the building beam column connection part, it is characterized in that: beam column connection part is the top layer beam column connection part, deviate from the lateral surface of horizontal support joint at the beam column connection part 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 claimed in claim 1 for the building beam column connection part, it is characterized in that: beam column connection part is the top layer beam column connection part, only is provided with described column connection-peg in the bottom surface of beam column connection part body; Deviate from the lateral surface of horizontal support joint at the beam column connection part 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 end face of the tank support portion convex barricade column connection-peg that is provided with vertically, the tank supporting surface is positioned at barricade column connection-peg towards a side of beam column connection part body.

8. the beam column connection part for building as claimed in claim 1 is characterized in that: beam column connection part also comprise one integrated with the beam column connection part 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 the tie-beam connection-peg of oblique lower or level protrusion beam column connection part body.

As claimed in claim 1 for the building beam column connection part, it is characterized in that: beam column connection part comprises that also one or two lateral surface integrated with the beam column connection part body, that deviate from the horizontal support joint at the beam column connection part body is provided with the linking arm that oblique lower or level is protruded the beam column connection part body, be provided with the side bar supported joint in a side of linking arm end or two opposing sides, the direction that the side bar supported joint is convexly equipped with the beam column connection part body and corresponding horizontal support joint be convexly equipped with the beam column connection part body direction towards identical and parallel.