CN102277903A - Beam and column connecting member - Google Patents
Beam and column connecting member Download PDFInfo
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- CN102277903A CN102277903A CN2011101149522A CN201110114952A CN102277903A CN 102277903 A CN102277903 A CN 102277903A CN 2011101149522 A CN2011101149522 A CN 2011101149522A CN 201110114952 A CN201110114952 A CN 201110114952A CN 102277903 A CN102277903 A CN 102277903A
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Abstract
The invention discloses a beam and column connecting member which comprises an integrally-formed beam and column connecting member body, upright splicing heads convexly arranged on the beam and column connecting member body along a vertical direction, and a horizontal supporting joint convexly arranged on the beam and column connecting member body along the horizontal direction, wherein each upright splicing head comprises two symmetrical parallel U-shaped blocks vertically and convexly arranged on the beam and column connecting member body and provided with openings towards two sides, round tables are arranged on planes at the bottoms of U-shaped grooves of the U-shaped blocks, reinforcing ribs are connected between the round tables, and threaded through holes are arranged in each round table. The invention has the advantages of greatly reducing fastening connection or welding and the like, and greatly reducing the defects of poor stress and weak connection of connecting positions, caused when stress is excessively concentrated on beams and column or connecting positions among the beams, thereby greatly increasing installing efficiency and seismic resistance function, service life and use safety of a building frame structure. The beam and column connecting member can be massively pre-produced in a standardized manner.
Description
Technical field
The present invention relates to the beam column connector of buildings such as a kind of house, booth, exhibition booth, bridge, 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
First technical problem that the present invention will solve provides a kind of to connected crossbeam and the direct beam column connector that supports or directly supported of column.
The beam column connector, comprise integrated beam column connector body, need to peg graft fixing with the post end of vertical level direction, vertically protrude the column connection-peg of beam column connector body, directly support the crossbeam parallel with horizontal plane, along continuous straight runs protrudes the horizontal support joint of beam column connector body, the column connection-peg comprises two symmetries that vertically are convexly equipped with beam column connector body, opening is towards the U-shaped piece side by side of both sides, on the base plane of the U-lag of U-shaped piece, be equipped with round platform, between round platform, be connected with reinforcing rib, in each round platform, be provided with tapped through hole.
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:
The column connection-peg comprises two U type pieces side by side, and the H shaped steel that the end is processed to the T font has support well, saves material, also be convenient to securing members such as screw with column connection-peg and column fixedly the time securing member can be contained in the U-shaped groove.On base plane, be equipped with round platform at the U-lag of U-shaped piece, between round platform, be connected with reinforcing rib, in each round platform, be provided with tapped through hole, make the good rigidly of U type piece, can reduce the wall thickness of U type piece, fixing more reliable when securing members such as while screw are fixed on the screwed hole.
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.
Adopt plug connector, can finish the connection between the Liang Yuliang easily, apace, the connection between post and the post, the connection between the Liang Yuzhu, the connection between the guardrail of balcony, stair, barricade etc.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.
Description of drawings
Fig. 1 is the schematic perspective view of the embodiment of the invention 1.
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Figure 53 is the schematic perspective view of the embodiment of the invention 53.
Figure 54 is the schematic perspective view of the embodiment of the invention 54.
Figure 55 is the schematic perspective view of the embodiment of the invention 55.
Figure 56 is the schematic perspective view of the embodiment of the invention 56.
Figure 57 is the schematic perspective view of the embodiment of the invention 57.
Figure 58 is the schematic perspective view of the embodiment of the invention 58.
Figure 59 is the schematic perspective view of the embodiment of the invention 59.
Figure 60 is the schematic perspective view of the embodiment of the invention 60.
Figure 61 is the schematic perspective view of the embodiment of the invention 61.
Figure 62 is the schematic perspective view of the embodiment of the invention 62.
Figure 63 is the schematic perspective view of the embodiment of the invention 63.
Figure 64 is the schematic perspective view of the embodiment of the invention 64.
Figure 65 is the schematic perspective view of the embodiment of the invention 65.
Figure 66 is the schematic perspective view of the embodiment of the invention 66.
Figure 67 is the schematic perspective view of the embodiment of the invention 67.
Figure 68 is the schematic perspective view of the embodiment of the invention 68.
Figure 69 is the schematic perspective view of the embodiment of the invention 69.
Figure 70 is the schematic perspective view of the embodiment of the invention 70.
Figure 71 is the schematic perspective view of the embodiment of the invention 71.
The specific embodiment
As shown in Figure 1, the beam column connector, be bottom beam column connector, comprise integrated beam column connector body 1, need and the post end of vertical level direction 2, two of the fixing upper pillar stand connection-pegs of pegging graft directly support the crossbeam parallel with horizontal plane, and the end of crossbeam the horizontal support joint 3, the horizontal support joint 4 that are connected and fixed.
Above beam column connector body 1, be provided with the support post horizontal plane 5 of direct support post.The upper pillar stand connection-peg comprise the symmetry of extending straight up from the support post horizontal plane, opening is towards U type piece 6 both sides, horizontal Tile, U type piece 7.Gap between U type piece 6, the U type piece 7 forms the storage tank that cooperates with the connecting portion of I-steel.U type piece, two faces that U type piece is relative 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 type piece 6, U type piece 7 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.On the base plane of the U-lag between U type piece 6, the U type piece 7, be provided with round platform 17, between round platform 17, be connected with reinforcing rib 18, in each round platform 17, be provided with tapped through hole 19,
Be provided with protuberance 14 down in the bottom of beam column connector body 1.Be provided with supported 15 in the both sides of beam column connector body, supported 16.Horizontal support joint 4 comprises the side protuberance 8 that is convexly equipped with from supported 15 end face along continuous straight runs, extend again outwards bending vertically upward from the end face of side protuberance 8 and be provided with spacing protuberance 9 two symmetries, that level is arranged side by side, spacing protuberance 10, on the base plane of the groove that spacing protuberance 9, spacing protuberance 10 and side protuberance 8 form, be provided with round platform 11, between round platform 11, be connected with reinforcing rib 12, in each round platform 11, be provided with tapped through hole 13.Gap between spacing protuberance 9, the spacing protuberance 10 forms the storage tank of vertical component effect that ccontaining end is processed to the side bar end of font.
Horizontal support joint 3 vertically is convexly equipped with from supported 16 end face.The structure of horizontal support joint 3 is identical with the structure of horizontal support joint 4.The beam column connector is by the moulding of sand mold die cast.
Embodiment 2
As shown in Figure 2, as different from Example 1, the horizontal support joint is three, i.e. horizontal support joint 20, horizontal support joint 21, horizontal support joint 22, horizontal support joint 20, horizontal support joint 21, horizontal support joint 22 mutually vertically become the T font.
As shown in Figure 3, the beam column connector, be bottom beam column connector, comprise integrated beam column connector body 23, need and the post end of vertical level direction fixing 24, four across of upper pillar stand connection-peg of pegging graft directly support the crossbeam parallel with horizontal plane, and the end of crossbeam the horizontal support joint 25, horizontal support joint 26, horizontal support joint 32, the horizontal support joint 33 that are connected and fixed.The bottom surface of beam column connector body 20 is a plane.The structure of upper pillar stand connection-peg 24 and four horizontal support joints and embodiment 1 are together.
As shown in Figure 4, the beam column connector, the beam column connector is a top layer beam column connector, comprise integrated beam column connector body 30, need and the post end of vertical level direction peg graft 31, two of fixing lower pillar stand connection-pegs vertical mutually, directly support the crossbeam parallel, and the end of crossbeam the horizontal support joint 32, the horizontal support joint 33 that are connected and fixed with horizontal plane.
Below beam column connector body 30, be provided with by column directly support by upright supports horizontal plane 29.Lower pillar stand connection-peg 31 is from being convexly equipped with straight down by upright supports horizontal plane 29.The structure of lower pillar stand connection-peg 31 is identical with the structure of the upper pillar stand connection-peg of embodiment 1.
Horizontal support joint 32, horizontal support joint 33 includes the side protuberance 36 that is convexly equipped with from the side along continuous straight runs of beam column connector body 30, 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 30 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 32 and the crossbeam end face of horizontal support joint 32 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 32, 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 33.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 5, as different from Example 4, 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 6, as different from Example 4, the horizontal support joint is four, be horizontal support joint 60, horizontal support joint 61, horizontal support joint 62, horizontal support joint 63, horizontal support joint 60, horizontal support joint 61, horizontal support joint 62, horizontal support joint 63 is vertical mutually, across.On the beam column connector, be not provided with the side shield locating slot.
Embodiment 7
As shown in Figure 7, 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 4.Upper pillar stand connection-peg 66 and lower pillar stand connection-peg 65 are about its center horizontal plane symmetry.
As shown in Figure 8, as different from Example 7, 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.
As shown in Figure 9, as different from Example 7, the horizontal support joint is four, be horizontal support joint 75, horizontal support joint 76, horizontal support joint 77, horizontal support joint 78, horizontal support joint 75, horizontal support joint 76, horizontal support joint 77, horizontal support joint 78 is vertical mutually, across.
As shown in figure 10, as different from Example 8, the beam column connector also comprises reinforced joint 80, reinforced joint 81, reinforced joint 82, the reinforced joint 85 that is arranged on the beam column connector that is used for being connected diagonal position between adjacent horizontal support joint and column connection-peg.Reinforced joint 80, reinforced joint 81, reinforced joint 82 include two parallel protuberances 83, the protuberance 84 from the oblique protrusion of connector body, and protuberance 83, protuberance 84 forms the storage tank that vertical component effect side direction that ends are processed to the beam of T font is inserted.
As shown in figure 11, the beam column connector is a top layer beam column connector, comprises the oblique upper support joint 93 of 92, one top layers of 91, one horizontal support joints of 90, one lower pillar stand connection-pegs of integrated beam column connector body.The structure of lower pillar stand connection-peg 91, horizontal support joint 92 is identical with embodiment 4.
Be provided with obliquely kink 94 at beam column connector body 90.The oblique upper support joint 93 of top layer comprises the side protuberance 95 that extends along diagonal upward direction from the end face of vertical kink 94.Extend again outwards bending obliquely at the end face of vertical side protuberance 95 and be provided with spacing protuberance 96 two symmetries, arranged side by side, spacing protuberance 97, on the base plane of the groove that spacing protuberance 96, spacing protuberance 97 and side protuberance form, be equipped with round platform 98, between round platform 98, be connected with reinforcing rib 99, in round platform 98, be provided with tapped through hole 100.Below side protuberance 95, be provided with the reinforcing rib 101 that connects together with beam column connector body 90.
As shown in figure 12, as different from Example 11, the horizontal support joint is two, i.e. horizontal support joint 105, horizontal support joint 106, horizontal support joint 105,106 one-tenth in-lines of horizontal support joint.
As shown in figure 13, as different from Example 11, under the oblique upper support joint 110 of top layer, also be provided with horizontal support joint 111; The outermost end 112 of the oblique upper support joint 110 of top layer arrives the minimum horizontal distance at beam column connector body 113 centers less than the supporting traverse horizontal plane 114 of the horizontal support joint 111 under the oblique upper support joint 110 of top layer to the horizontal range at beam column connector body 113 centers.
As shown in figure 14, as different from Example 13, the horizontal support joint is two, i.e. horizontal support joint 115, horizontal support joint 116, horizontal support joint 115,116 one-tenth in-lines of horizontal support joint are symmetrically distributed in the both sides of the oblique upper support joint 117 of top layer.
As shown in figure 15, the beam column connector is a top layer beam column connector, comprise integrated beam column connector body 120, a lower pillar stand connection-peg 121,122, two of horizontal support joints tiltedly descend connection-peg 123, top layer tiltedly to descend connection-peg 124 about the centrosymmetric top layer of top layer beam column connector.The structure of lower pillar stand connection-peg 121, horizontal support joint 122 is identical with embodiment 4.
On beam column connector body, be provided with two and keep out face 125 about top layer beam column connector center symmetry, down the back timber end face of keeping out the back timber end face.Each top layer tiltedly descends the vertical back timber end face of connection-peg to keep out face 125 and is convexly equipped with downwards, and its structure is identical with the structure of lower pillar stand connection-peg.
As shown in figure 16, as different from Example 15, the horizontal support joint is two, i.e. horizontal support joint 126, horizontal support joint 127, and horizontal support joint 126,127 one-tenth in-lines of horizontal support joint are symmetrically distributed in the both sides that top layer tiltedly descends connection-peg.
As shown in figure 17, the beam column connector is a top layer beam column connector, comprises the oblique lower support joint 133 of 132, one top layers of 131, one horizontal support joints of 130, one lower pillar stand connection-pegs of integrated beam column connector body.Be provided with protuberance 134 under oblique in a side of beam column connector body 130.The end face of oblique lower support joint 133 vertical lugs 134 of top layer is convexly equipped with downwards.
Lower pillar stand connection-peg 131, horizontal support joint 132 are identical with embodiment 7.The structure of the oblique lower support joint 133 of top layer is identical with the structure of horizontal support joint 132.
As shown in figure 18, as different from Example 17, the horizontal support joint is two, i.e. horizontal support joint 135, horizontal support joint 136, horizontal support joint 135,136 one-tenth in-lines of horizontal support joint are symmetrically distributed in the both sides of the oblique lower support joint 137 of top layer.
As shown in figure 19, as different from Example 5, 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.
As shown in figure 20, as different from Example 4, 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 21, as different from Example 4, 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.
As shown in figure 22, as different from Example 8, 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 23, as different from Example 7, 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.
Embodiment 24
As shown in figure 24, as different from Example 7, 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.
As shown in figure 25, as different from Example 19, 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 7.
As shown in figure 26, as different from Example 4, 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 7.
As shown in figure 27, as different from Example 13, deviate from beam column connector body 205 on the lateral surface 207 of the oblique upper support joint 206 of top layer and convex with tank support portion 208, extend in tank support portion 208 and to be provided with blocking part 209, on blocking part 209, convex with barricade column connection-peg 210 straight up away from a side direction of beam column connector body 205.The structure of barricade column connection-peg 210 is identical with the structure of the upper pillar stand connection-peg of embodiment 7.
As shown in figure 28, as different from Example 14, deviate from beam column connector body 211 on the lateral surface of the oblique upper support joint 212 of top layer and convex with tank support portion 213, extend in tank support portion 213 and to be provided with blocking part 214, on blocking part 214, convex with barricade column connection-peg 215 straight up away from a side direction of beam column connector body 211.The structure of barricade column connection-peg 215 is identical with the structure of the upper pillar stand connection-peg of embodiment 7.
As shown in figure 29, as different from Example 4, 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 7.
As shown in figure 28, as different from Example 5, 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 31, as different from Example 4, 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.
Shown in figure 32, as different from Example 8, 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.
As shown in figure 33, as different from Example 7, 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 32.
Embodiment 34
As shown in figure 34, as different from Example 4, 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 32.
Embodiment 35
As shown in figure 35, as different from Example 5, 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 32.
As shown in figure 36, as different from Example 14, the beam column connector also comprises a tie-beam connection-peg 263; Deviate from the oblique protuberance 266 that has on the lateral surface of the oblique upper support joint 265 of top layer at beam column connector body 264.Be convexly equipped with under the bottom surface 267 of tie-beam connection-peg 263 vertical lugs 266 is oblique.Tie-beam connection-peg 263 is identical with the structure of lower pillar stand connection-peg 318.
As shown in figure 37, as different from Example 13, the beam column connector also comprises a tie-beam connection-peg 272; Deviate from the oblique protuberance 275 that has on the lateral surface of the oblique upper support joint 274 of top layer at beam column connector body 273, be convexly equipped with under the bottom surface of tie-beam connection-peg 272 vertical lugs 275 276 is oblique.Tie-beam connection-peg structure and embodiment 36 are together.
As shown in figure 38, as different from Example 4, 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 328, horizontal support joint 329 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 39
As shown in figure 39, as different from Example 4, 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 337 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.
As shown in figure 40, as different from Example 5, 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.
As shown in figure 41, as different from Example 7, 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.
As shown in figure 42, as different from Example 8, 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 43, as different from Example 7, 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 44, as different from Example 43, the angle that horizontal support joint 401, horizontal support joint 401 form is 135 °
As shown in figure 45, as different from Example 4, 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 46, as different from Example 4, 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 47, as different from Example 5, 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 48, as different from Example 7, 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 49, as different from Example 8, 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.
As shown in figure 50, as different from Example 7, 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.
Shown in Figure 51, as different from Example 4, 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.
Shown in Figure 52, as different from Example 5, 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.
Embodiment 53
Shown in Figure 53, 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.
Embodiment 54
Shown in Figure 54, 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.
Shown in Figure 55, the beam column connector comprises integrated beam column connector body 478, upper pillar stand connection-peg 479, lower pillar stand connection-peg 480, a horizontal support joint 481.Upper pillar stand connection-peg 479, lower pillar stand connection-peg 480 structures are identical with embodiment 7.Horizontal support joint 481 comprises the protuberance that protrudes from beam column connector body one side level, below protuberance, be provided with inclined-plane 482, the end face 483 of protuberance is the supporting traverse horizontal plane, is provided with spacing protuberance 484 at the end face 483 of protuberance away from a side of beam column connector body 478.Protuberance is convexly equipped with the direction of beam column connector body 478 and is the beam vertical of overhead traveling crane guide rail.Spacing protuberance 484 is parallel with crossbeam.
Embodiment 56
Shown in Figure 56, different with embodiment 55 is that the beam column connector comprises horizontal support joint 487, the horizontal support joint 488 that two symmetries are convexly equipped with from beam column connector body 486 relative both sides.
Embodiment 57
Shown in Figure 57, the beam column connector comprises integrated beam column connector body 530, need and the post end of vertical level direction peg graft a fixing upper pillar stand connection- peg 531 and 532, four horizontal support joints 533 of a lower pillar stand connection-peg, horizontal support joint 534, horizontal support joint 535, horizontal support joint 536.Horizontal support joint 533, horizontal support joint 534, horizontal support joint 535, horizontal support joint 536 across.
On beam column connector body 530, be provided with the support post horizontal plane 537 of direct support post.Upper pillar stand connection-peg 531 comprise the symmetry of extending straight up from support post horizontal plane 537, opening is towards U type piece 538 both sides, horizontal Tile, U type piece 539.Gap between U type piece 538, the U type piece 539 forms the storage tank that cooperates with the connecting portion of H shaped steel or I-steel.Two faces of U type piece 538, U type piece 539 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 type piece 538, U type piece 539 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.
Below beam column connector body 530, be provided with by column directly support by upright supports horizontal plane 540.Lower pillar stand connection-peg 532 is arranged on by on the upright supports horizontal plane 540, with the horizontal plane symmetry of upper pillar stand connection-peg 531 about its center.
Horizontal support joint 533, horizontal support joint 534, horizontal support joint 535, horizontal support joint 536 include the side protuberance 541 that is convexly equipped with from a side level of beam column connector body 530, two spacing protuberances 543 arranged side by side, spacing protuberance 544 from the end face 542 of side protuberance 541 is convexly equipped with straight up are provided with the reinforcing rib 545 that links to each other with beam column connector body in the bottom surface of side protuberance 541.Gap between spacing protuberance 543, the spacing protuberance 544 forms the storage tank of vertical component effect that ccontaining end is processed to the beam-end of T font.On spacing protuberance 543, spacing protuberance 544, be equipped with the tapped through hole 546 of horizontal direction.
The beam column connector is by the lost wax casting moulding.
Embodiment 58
Shown in Figure 58, as different from Example 8, 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 59
Shown in Figure 59, as different from Example 7, 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.
Embodiment 60
Shown in Figure 60, as different from Example 13, also be provided with barricade column connection-peg 630.Convex with vertical protuberance 632 straight up from beam column connector body 631, vertically the top levels 633 of protuberance 632 is for supporting barricade column horizontal plane, and barricade column connection-peg 630 is convexly equipped with straight up from the top levels 633 of vertical protuberance 632.The structure of the upper pillar stand connection-peg among the structure of barricade column connection-peg 630 and the embodiment 7 is identical.
Embodiment 61
Shown in Figure 61, as different from Example 14, also be provided with barricade column connection-peg 635.Convex with vertical protuberance 637 straight up from beam column connector body 636, vertically the top levels 638 of protuberance 637 is for supporting barricade column horizontal plane, and barricade column connection-peg 635 is convexly equipped with straight up from the top levels 638 of vertical protuberance 637.The structure of the upper pillar stand connection-peg among the structure of barricade column connection-peg 635 and the embodiment 7 is identical.
Embodiment 62
Shown in Figure 62, as different from Example 11, also be provided with barricade column connection-peg 640.Convex with vertical protuberance 642 straight up from beam column connector body 641, vertically the top levels 643 of protuberance 642 is for supporting barricade column horizontal plane, and barricade column connection-peg 640 is convexly equipped with straight up from the top levels 643 of vertical protuberance 642.The structure of the upper pillar stand connection-peg among the structure of barricade column connection-peg 640 and the embodiment 7 is identical.
Embodiment 63
Shown in Figure 63, as different from Example 12, also be provided with barricade column connection-peg 645.Convex with vertical protuberance 647 straight up from beam column connector body 646, vertically the top levels 648 of protuberance 647 is for supporting barricade column horizontal plane, and barricade column connection-peg 645 is convexly equipped with straight up from the top levels 648 of vertical protuberance 647.The structure of the upper pillar stand connection-peg among the structure of barricade column connection-peg 645 and the embodiment 7 is identical.
Shown in Figure 64, as different from Example 38, the angle that horizontal support joint 650, horizontal support connect 651 capitiforms one-tenth is 135 °.
Shown in Figure 65, as different from Example 7, horizontal support joint 652 is one.
Shown in Figure 66, as different from Example 15, the oblique lower support joint 653 of top layer, the oblique lower support joint 654 of top layer have been distributed with in the bilateral symmetry of beam column connector body.The structure of the oblique lower support joint 653 of top layer, the oblique lower support joint 654 of top layer is identical with embodiment 1.
Shown in Figure 67, as different from Example 16, the oblique lower support joint 655 of top layer, the oblique lower support joint 656 of top layer have been distributed with in the bilateral symmetry of beam column connector body.The structure of the oblique lower support joint 655 of top layer, the oblique lower support joint 656 of top layer is identical with embodiment 1.
Shown in Figure 68, as different from Example 27, in the blocking part side of 657 be provided with horizontal support joint 658 in the same way, parallel and barricade horizontal support joint 659 that structure is identical.
Embodiment 69
Shown in Figure 69, as different from Example 28, in the blocking part side of 660 be provided with horizontal support joint 661 in the same way, parallel and barricade horizontal support joint 662 that structure is identical, in the blocking part 660 opposite side be provided with horizontal support joint 663 in the same way, parallel and barricade horizontal support joint 664 that structure is identical.
Shown in Figure 70, as different from Example 22, the horizontal support joint is two, is arranged on the opposing both sides of beam column connector body 665, i.e. horizontal support joint 666, horizontal support joint 667.
Shown in Figure 71, the beam column connector comprises beam column connector body 685, the level of two mutual belt U-shaped storage tanks is convexly equipped with 688, one lower pillar stand connection-pegs 686 that vertically are convexly equipped with beam column connector body 685 downwards of horizontal support joint 687, horizontal support joint of beam column connector body 685.The structure of lower pillar stand connection-peg 686 is identical with the structure of the lower pillar stand connection-peg of embodiment 7.
Claims (10)
1. beam column connector, 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 column connection-peg comprise two symmetries that vertically are convexly equipped with beam column connector body, opening is towards the U-shaped piece side by side of both sides, on the base plane of the U-lag of U-shaped piece, be equipped with round platform, between round platform, be connected with reinforcing rib, in each round platform, be provided with tapped through hole.
2. beam column connector 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. beam column connector 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. beam column connector 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. beam column connector 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. beam column connector 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. beam column connector 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. beam column connector 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. beam column connector 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. beam column connector 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 201110114952 CN102277903B (en) | 2011-05-05 | 2011-05-05 | Beam and column connecting member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110114952 CN102277903B (en) | 2011-05-05 | 2011-05-05 | Beam and column connecting member |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102277903A true CN102277903A (en) | 2011-12-14 |
| CN102277903B CN102277903B (en) | 2013-03-20 |
Family
ID=45103603
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201110114952 Expired - Fee Related CN102277903B (en) | 2011-05-05 | 2011-05-05 | Beam and column connecting member |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102277903B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012149829A1 (en) * | 2011-05-05 | 2012-11-08 | Yang Dongzuo | Beam column connector, forming method therefor, building frame structure, and installation method |
| CN103088916A (en) * | 2013-01-31 | 2013-05-08 | 朱宏宇 | Clamping plate joint, structural frame and installation method |
| CN109736433A (en) * | 2018-12-27 | 2019-05-10 | 浙江大经住工科技有限公司 | A kind of structural beams and frame-type beam column construction |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0494781A1 (en) * | 1991-01-09 | 1992-07-15 | Misawa Homes Co. Ltd | Connector for building unit |
| JP2000346027A (en) * | 1999-04-01 | 2000-12-12 | Yunitaito Kk | Suspension bolt device |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201605675U (en) * | 2010-03-24 | 2010-10-13 | 安徽瑶海钢结构股份有限公司 | Connecting device for steel piece |
-
2011
- 2011-05-05 CN CN 201110114952 patent/CN102277903B/en not_active Expired - Fee Related
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0494781A1 (en) * | 1991-01-09 | 1992-07-15 | Misawa Homes Co. Ltd | Connector for building unit |
| JP2000346027A (en) * | 1999-04-01 | 2000-12-12 | Yunitaito Kk | Suspension bolt device |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012149829A1 (en) * | 2011-05-05 | 2012-11-08 | Yang Dongzuo | Beam column connector, forming method therefor, building frame structure, and installation method |
| CN103088916A (en) * | 2013-01-31 | 2013-05-08 | 朱宏宇 | Clamping plate joint, structural frame and installation method |
| CN109736433A (en) * | 2018-12-27 | 2019-05-10 | 浙江大经住工科技有限公司 | A kind of structural beams and frame-type beam column construction |
| CN109736433B (en) * | 2018-12-27 | 2020-12-08 | 浙江大经住工科技有限公司 | Structure beam and frame type beam column structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102277903B (en) | 2013-03-20 |
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