CN202099881U - Connector clip of building frame structure and building frame structure - Google Patents
Connector clip of building frame structure and building frame structure Download PDFInfo
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- CN202099881U CN202099881U CN2011201393921U CN201120139392U CN202099881U CN 202099881 U CN202099881 U CN 202099881U CN 2011201393921 U CN2011201393921 U CN 2011201393921U CN 201120139392 U CN201120139392 U CN 201120139392U CN 202099881 U CN202099881 U CN 202099881U
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Abstract
The utility model provides a connector clip of a building frame structure and a building frame structure for building. The connector clip of the building frame structure comprises an integrated connector clip main body and at least two connection-pegs which are inserted into the end of a support matched with the connector clip main body and extrudes out of the connector clip main body, wherein each connection-peg comprises a support side withstanding surface which is withstood by a support from four directions and a support end surface withstanding surface which is used for withstanding a support end surface; and the building frame structure comprises at least two supports and at least one connector clip, wherein the supports are plugged and fixed with a connection-peg of the connector clip. The utility model has the advantages that girders can be conveniently and quickly connected with each other without the support of stand columns, the welding and the like; the connected girders and connecting pieces can not be separated without advanced fixation when being connected with the other girders, stand columns or beam stand column connecting pieces and the like; the girders are moveably connected with the connecting pieces, wherein a relative position is easily adjusted; and the stress can not be excessively concentrated among the girders.
Description
Technical field
The utility model relates to a kind of plug connector and building frame construction of building frame construction for building, particularly relates to a kind of plug connector and building frame construction 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) the shortcoming below existing: the one, its column is irritated earlier and is built up; On column, irritate and build cement floor, the annexation of cement floor and column is mainly leaned on the column and the reinforcing bar on the cement floor, and 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 building (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.To 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 relative cement brick mixes, the building construction and the construction method thereof of steel concrete; 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 through welding etc. through securing members such as bolts, stressed poor, connect fragility; The gravity of beam, post, 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 fragilely, this can reduce the safety of existing building frame construction greatly, reduction of service life.This is the technical barrier of the maximum of existing traditional architecture steel structure frame existence.The 2nd, the connecting link that on-the-spot bolt etc. is fastenedly connected or welds is many, and this can improve installation difficulty, reduces installation effectiveness, causes the human cost of site operation and time cost high.The 3rd, the connected mode that connects or weld owing to the employing bolton between traditional architecture steel structure frame beam and column or beam and the beam; Design, the processing that must be connected to connection end separately; When beam or post will use standard sections, it connected end and just must design in addition and process, when beam or post do not use standard sections then to need special manufacturing; Dual mode all can't be realized standardized production in enormous quantities; Cost is high, also occurs beam or column dimension mismachining tolerance easily and produces the connection error, makes original just fragile link position be difficult to well bear the transmission of building weight loading and load forces.
Deficiency to existing steel building framework; Prior art mainly has following several kinds of improvement again: application number is in the patent of invention of 03134271.X; The method for designing of the dismountable beam column load-carrying members of a kind of environment-friendly type is disclosed; This invention relates to the support of a kind of scaffolding, particularly a kind of removable house.It is characterized in that: scaffolding is connected and composed by house load-bearing pillar, spandrel girder, connector, cap, and spandrel girder and load-bearing pillar are pegged graft, and 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, and top center has last lower prop connecting bolt, and 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, and 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 Modular building section bars such as existing I-steel, H shape steel, square steel pipe, round steel pipe, has the complicated suspension column and the non-standard component of column cap but adopt, and this load-bearing pillar needs one-shot forming to make specially; Reach several meters owing to load-bearing pillar on the one hand, the one-shot forming load-bearing pillar, die cost and cost of manufacture are quite high; On the other hand, owing to the height of floor, the stressed size of load-bearing pillar constantly change, different building height is needed the load-bearing pillar of different dies moulding different length; 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., owing to its cross section is not solid, so are processed into dovetail, and 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, girder steel support and the U font girder steel that comprise fluid concrete; The girder steel support is configured to around propping up of steel pipe column welding by at least one; Each support is made up of the last lower holding board that laterally arranges, at least one pair of junction plate of radially being vertically set between the lower holding board; Last lower holding board has an arc surface, body part and move towards the extension that extends along every pair of junction plate, at least two pairs of junction plates of formation on said girder steel support, and 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 by steel pipe and support at last 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 said top pipe box is contained in nose combination upper end; Said nose combination middle part has step, lower end to insert the upper end of recessed end combination; Said below pipe box is contained in the outside of recessed end combination lower end; The outer setting of said 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 through the locking of lateral pin locking member through bolt, nuts and washers.Because present technique connects square tube and crossbeam needs to accomplish through 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, installs 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, and 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; Be not one-body molded, it is stressed poor, and 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 discloses a kind of steel and has moulded 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, its mainly by post member, upper and lower column joint, two single-beam bucket, column base, member of storied building beam, window top (platform) beam, mould panel, floor pavilion grid, tension rod, injection moulding floor, beam column card, montant member, post beam card, frame diagonal brace, substrate plate, elastic layer, ground, array lime pile, earth anchor etc. interconnect 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, and the beam bucket has supporting role to last column joint, and 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 through 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 through 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; Accomplish 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.
The frame construction of existing house steel work, the connection between the Liang Yuliang, a kind of is that support through post could realize; Disclosed technical scheme all is so in the above-mentioned several patents, and this frame construction is for large space or need the beam of comparatively dense to come passive building construction; Need a lot of columns to support; Influence the usage space in room and attractive in appearance, or beam is bad to the support effect of plate mounted thereto, influences application life and safety in utilization; A kind of is that the end face of a beam and the side of another root beam are welded, or the end face of two beams is welded together, and this connected mode is stressed poor, and difficulty of construction is big; A kind of is that connector through modes such as securing member or welding and non-grafting is fixed together the end of two beams; This connected mode; The gravity of the plate that supports on the gravity of beam and the beam etc. all focuses on the securing member or the node location of welding at last, the link position between stress concentrations Yu Liang and the beam and make link position stressed poor, connect fragile defective.If do not use additional connector, because need the end face of a beam and the side of another root beam are fixed, securing member can't be realized.
Summary of the invention
First technical problem that will solve of the utility model is, provide a kind of and do not need the support of column, also just need not weld etc. can be easily, apace the Jiang Liang beam, the connector that link together, be installed together with beam can not need fixing earlier, beam when being connected with other beam, column or cross beam and upright post connector etc. again and connector also can not separate and beam and connector can concentrations Yu Liang for the flexible connection of adjusting relative position easily and stress and beam between the plug connector of link position.
Second technical problem that will solve of the utility model be, provide a kind of and do not need the support of column, also just need not weld etc. can be easily, apace the Jiang Liang beam, the connector that link together, be installed together with beam can not need fixing earlier, beam when being connected with other beam, column or cross beam and upright post connector etc. again and connector also can not separate and beam and connector can concentrations Yu Liang for the flexible connection of adjusting relative position easily and stress and beam between building frame construction.
A kind of plug connector of building frame construction; It is characterized in that comprising integrated plug connector body, insert the bracket end be mated and the connection-peg that protrudes the plug connector body more than two, connection-peg comprises that the bracket side of being kept out from four direction by the support face of keeping out keeps out face with the bracket end face of keeping out bracket end face.
First kind of improvement as scheme one; Plug connector is the plane plug connector; Comprise the two joint plug connectors that constitute by two connection-pegs that become in-lines, the three joint plug connectors that constitute by three connection-pegs that become the T fonts, the four joint plug connectors that constitute by the connection-peg of four across.
As second kind of improvement of scheme one, plug connector is for connecting the back timber plug connector of the back timber that tilts with horizontal plane; The connection-peg of back timber plug connector is two, becomes inverted v-shaped.
As the third improvement of scheme one, plug connector is three-dimensional plug connector, comprises the post connection-peg that vertically is convexly equipped with the plug connector body above or below the plug connector body, becomes L shaped or three beam connection-pegs that become T font level to be convexly equipped with the plug connector body by two.
As first kind of common improvement of scheme one to four, connection-peg comprises vertical outward extending square tube shape protuberance of a face or the tubular protuberance from the plug connector body; The face that the plug connector body extends square tube shape protuberance or tubular protuberance is that bracket end face is kept out face; The side of square tube shape protuberance or tubular protuberance is that bracket side is kept out face.
As the improvement of such scheme, on square tube shape protuberance, be provided with elastic tongue, elastic tongue is connected on the square tube shape protuberance away from an end of plug connector body, and elastic tongue is a free end towards an end of plug connector body.
As second kind of scheme one to four common the improvement, connection-peg comprise a face of vertical plug connector body extend two of forming about its center symmetry, opening is towards the U-shaped piece of both sides; Gap between two U-shaped pieces forms the storage tank that cooperates with the connecting portion of H shaped steel or I-steel; Relative two faces of two U-shaped pieces and two lateral surfaces vertical with relative face are respectively to bracket side and keep out face.
Building frame construction comprises support and an above plug connector more than two, and plug connector comprises integrated plug connector body, protrudes the connection-peg of plug connector body more than two; Two symmetries that connection-peg comprises that the same facing epitaxy of vertical plug connector body stretches and protuberance side by side; Support is H shaped steel or the i shaped steel that the end is processed to the T font; Two protuberances of connection-peg insert support one ends, thereby the connecting portion of support is contained in two gaps between the protuberance and the bracket end socket connection, and two relative two faces and two lateral surfaces of protuberance are kept out from four direction support.
Building frame construction comprises side bar more than one, the tie-beam more than two, the plug connector identical with the tie-beam number; Plug connector comprises integrated plug connector body, one or two side bar connection-peg that is convexly equipped with the plug connector body, a tie-beam connection-peg that is convexly equipped with the plug connector body; The tie-beam connection-peg of plug connector is pegged graft with an end of corresponding tie-beam and is fixed, and the two ends of side bar are plugged on the corresponding side bar connection-peg.
As the improvement of such scheme, above the plug connector body, also convex with the edge column connection-peg straight up.
The beneficial effect of the relative prior art of the utility model is:
Because plug connector and support socket connection; The beam that is installed together and plug connector are installed to that other beam or last times such as column or cross beam and upright post connector can not fixed beam earlier with plug connector again but flexible connection, beam and the plug connector that can adjust relative position also can not separate; Install fast, conveniently, the relative position of adjustment beam and plug connector is also convenient.
With respect to the frame construction that need could realize that is connected between existing beam and the beam through the support of post, through the mode of plug connector support, 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 through non-grafting; The weight transfer of the plate that supports on beam and the beam etc. is born to plug connector; Plug connector passes to brace summer with power again since plug connector, plug connector body, plural connection-peg be one-body molded, greatly reduces 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.The connected mode of this programme will be built weight loading; Evenly and reasonably between Liang Heliang, transmit; Make securing member or weld need not bear the gravity of plate on crossbeam and the crossbeam etc., thereby improve installation effectiveness and function of seismic resistance, application life, the safety in utilization of building frame construction greatly.
Particularly, more existing relatively construction steel structure frameworks are in order to realize the connection between beam and the beam; Design, the processing that also need be connected to connection end separately, when beam will use standard sections, it connected end and just must design in addition and process; When not using standard sections, beam then do not need special the manufacturing; Dual mode all can't be realized standardized production in enormous quantities, also occurs beam dimensioned error easily and produces the connection error, makes original just fragile link position be difficult to well bear the transmission of the power of building weight loading and load; And the plug connector of present technique in enormous quantities standardization produce in advance; And become standard building materials commodity and carry out market circulation, not needing ready-made processing, can reduce production costs.Plug connector is made in batch production, and assembled on site is also reusable after pulling down with the Liang Yuliang assembling arbitrarily at the scene of various sizes all size, reduces building waste.Realize the standardization of plug connector, 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.
Connection-peg adopts the mode of two protuberances, pegs graft conveniently with the end of the support of H shaped steel or i shaped steel, and the support that will be plugged on together also makes things convenient for plug connector is fixing.
Connection-peg adopts the mode of square tube shape protuberance, pegs graft conveniently with the end of the support of square steel pipe, and the support that will be plugged on together also makes things convenient for plug connector is fixing.Connection-peg adopts the mode of tubular protuberance, pegs graft conveniently with the end of the support of round steel pipe, and the support that will be plugged on together also makes things convenient for plug connector is fixing.
Description of drawings
Fig. 1 is the schematic perspective view of the utility model embodiment 1.
Fig. 2 is the schematic perspective view of the utility model embodiment 2.
Fig. 3 is the schematic perspective view of the utility model embodiment 3.
Fig. 4 is the schematic perspective view of the utility model embodiment 4.
Fig. 5 is the schematic perspective view of the utility model embodiment 5.
Fig. 6 is the schematic perspective view of the utility model embodiment 6.
Fig. 7 is the schematic perspective view of the utility model embodiment 7.
Fig. 8 is the schematic perspective view of the utility model embodiment 8.
Fig. 9 is the schematic perspective view of the utility model embodiment 9.
Figure 10 is the schematic perspective view of the utility model embodiment 10.
Figure 11 is the schematic perspective view of the utility model embodiment 11.
Figure 12 is the schematic perspective view of the utility model embodiment 12.
Figure 13 is the schematic perspective view of the utility model embodiment 13.
Figure 14 is the schematic perspective view of the utility model embodiment 14.
Figure 15 is the schematic perspective view of the utility model embodiment 15.
Figure 16 is the schematic perspective view of the utility model embodiment 16.
Figure 17 is the schematic perspective view of the utility model embodiment 17.
Figure 18 is the schematic perspective view of the utility model embodiment 18.
Figure 19 is the schematic perspective view of the beam column connector of the utility model embodiment 18.
Figure 20 is the schematic perspective view of the utility model embodiment 19.
Figure 21 is the schematic perspective view of the utility model embodiment 20.
Figure 22 is the schematic perspective view of the utility model embodiment 21.
Figure 23 is the schematic perspective view of the back timber hanging part of the utility model embodiment 21.
Figure 24 is the schematic perspective view of the beam column connector of the utility model embodiment 21.
Figure 25 is the schematic perspective view of the beam column connector of the utility model embodiment 21.
Figure 26 is the schematic perspective view of the beam column connector of the utility model embodiment 21.
Figure 27 is the schematic perspective view of the beam column connector of the utility model embodiment 21.
Figure 28 is the schematic perspective view of the beam column connector of the utility model embodiment 21.
Figure 29 is the schematic perspective view of the beam column connector of the utility model embodiment 21.
Figure 30 is the schematic perspective view of the utility model embodiment 22.
The specific embodiment
As shown in Figure 1, a kind of plug connector of building frame construction comprises that integrated plug connector body 1, two become the bracket end that the insertion of in-line is mated and the connection-peg 8 that protrudes plug connector body 1, connection-peg 9.Connection-peg 8, connection-peg 9 include two symmetries that form from a same vertical extent of plug connector body 1, opening towards both sides, symmetry and side by side U-shaped piece 2, U-shaped piece 3; On the base plane of the U-lag of U-shaped piece 3, be provided with round platform 4; Between round platform 4, be connected with reinforcing rib 5, in each round platform, be provided with through hole 6.
The face 7 that plug connector body 1 extends vertical protuberance is for keeping out the end face of the support that is mated and the bracket end face of parallel bracket end face is kept out face.U-shaped piece 2 is that bracket side is kept out face with U-shaped piece 3 relative faces with two lateral surfaces vertical with relative face.
As shown in Figure 2, a kind of plug connector of building frame construction comprises that integrated plug connector body 21, two become the bracket end that the insertion of in-line is mated and the connection-peg 25 that protrudes the plug connector body, connection-peg 26.Two symmetries that connection-peg 25, connection-peg 26 comprise that the same facing epitaxy of vertical plug connector body stretches and square tube type protuberance 22 side by side, square tube type protuberance 23; The plug connector body extends the face 24 of protuberance and keeps out face for the bracket end face of keeping out the bracket end face that is mated; Square tube type protuberance 22, square tube type protuberance 23 relative faces are that bracket side is kept out face with two lateral surfaces vertical with relative face.
As shown in Figure 3, a kind of plug connector of building frame construction comprises connection-peg 41, connection-peg 42, connection-peg 43, the connection-peg 44 of integrated plug connector body 40, four across protrusion plug connector bodies 40.The structure of connection-peg 41, connection-peg 42, connection-peg 43, the connection-peg 44 all connection-peg structure with embodiment 1 is identical.
As shown in Figure 4, a kind of plug connector of building frame construction comprises integrated plug connector body 50, three connection-peg 51, connection-peg 52, connection-pegs 53 that become T font protrusion plug connector body 50.The structure of connection-peg 51, connection-peg 52, the connection-peg 53 all connection-peg structure with embodiment 1 is identical.
As shown in Figure 5; Support is the crossbeam and with horizontal plane vertical column parallel with horizontal plane; The plug connector spare of building frame construction is for connecting the beam column plug connector of crossbeam and column; The beam column plug connector comprises 62, one of integrated plug connector bodies 60, two column connection-pegs 61, column connection-peg and column connection-peg 61, the crossbeam connection-peg 63 that column connection-peg 62 is all vertical.Column connection-peg 61, column connection-peg 62 are the tubular protuberance that extends from vertical plug connector body; Crossbeam connection-peg 63 forms square tube shape protuberance for extending from the side of vertical plug connector body, and column connection-peg 61, column connection-peg 62, crossbeam connection-peg 63 form the T font.
As shown in Figure 6, a kind of plug connector of building frame construction comprises 72, two of integrated plug connector bodies 70, two connection-pegs 71, connection-peg and connection-peg 71, connection-peg 73, connection-peg 74 that connection-peg 72 is all vertical.Connection-peg 71, connection-peg 72, connection-peg 73,, connection-peg 74 forms crosss.Connection-peg 71, connection-peg 72, connection-peg 73,, connection-peg 74 includes a vertical plug connector body to extend the cross section that forms is the square tube shape protuberance of Q-RING.On each face of square tube shape protuberance, be equipped with elastic tongue 75, elastic tongue 75 is connected on the square tube shape protuberance away from an end of plug connector body 70, and elastic tongue 75 is a free end towards an end of plug connector body 70.
As shown in Figure 7, a kind of plug connector of building frame construction is the top layer plug connector, comprises integrated top layer plug connector body 80, connection-peg 81 and connection-peg 82.Top layer plug connector body 80 is an inverted V-shaped.Connection-peg 81 includes an end face from vertical top layer plug connector body 80 with connection-peg 82 and extends the square tube shape protuberance that forms.On each face of square tube shape protuberance, be equipped with elastic tongue 83, elastic tongue 83 is connected on the square tube shape protuberance away from an end of top layer plug connector body 80, and elastic tongue 83 is a free end towards an end of top layer plug connector body 80.
As shown in Figure 7, the top layer plug connector comprises integrated top layer plug connector body 85, connection-peg 86 and connection-peg 87.Top layer plug connector body 85 is an inverted V-shaped.Connection-peg 86 is convexly equipped with the end face of all vertical top layer plug connector of connection-peg 87 body 85, and its structure is identical with connection-peg structure among the embodiment 1.
As shown in Figure 9; A kind of plug connector of building frame construction comprises that integrated plug connector body 90, the square tubular column connection-peg 91, the along continuous straight runs that vertically are convexly equipped with the plug connector body are convexly equipped with beam connection-peg 92, beam connection-peg 93, beam connection-peg 94, the beam connection-peg 95 of plug connector body across.The structure of post connection-peg 91, beam connection-peg 92, beam connection-peg 93, beam connection-peg 94, beam connection-peg 95 is identical with the structure of the connection-peg of embodiment 1.
On each face of square tubular column connection-peg 91, be equipped with elastic tongue 96, elastic tongue 96 is connected on the square tube shape protuberance away from an end of plug connector body 90, and elastic tongue 83 is a free end towards an end of plug connector body 90.
Shown in figure 10; A kind of plug connector of building frame construction comprises that integrated plug connector body 100, the tubular post connection-peg 101, the along continuous straight runs that vertically are convexly equipped with the plug connector body are convexly equipped with beam connection-peg 102, beam connection-peg 103, beam connection-peg 104, the beam connection-peg 105 of plug connector body across.The structure of post connection-peg 101, beam connection-peg 102, beam connection-peg 103, beam connection-peg 104, beam connection-peg 105 is identical with the structure of the connection-peg of embodiment 1.
On each face of tubular post connection-peg 101, be equipped with elastic tongue 99, elastic tongue 99 is connected on the tubular protuberance away from an end of plug connector body 100, and elastic tongue 99 is a free end towards an end of plug connector body 100.
Embodiment 11
Shown in figure 11, plug connector comprises integrated plug connector body 106, two beam connection-peg 107, beam connection-pegs 108 that are convexly equipped with the square tube shape of plug connector body 106 from adjacent side level.
Embodiment 12
Shown in figure 12, plug connector comprises integrated plug connector body 109, three square tube ellbeam connection-peg 110, beam connection-peg 111, beam connection-pegs 112 that are convexly equipped with plug connector body 109 from adjacent side level.
Embodiment 13
Shown in figure 13; Plug connector comprises integrated plug connector body 113, two 115, one post connection-pegs 116 that are convexly equipped with straight up from the top of plug connector body 113 of square tube ellbeam connection-peg 114, beam connection-peg that are convexly equipped with plug connector body 113 from adjacent side level.
Shown in figure 14; Plug connector comprises that integrated plug connector body 117, three are convexly equipped with beam connection-peg 118, beam connection-peg 119, the beam connection-peg 120 of plug connector body 117 from adjacent side level, the post connection-peg 121 that is convexly equipped with straight up from the top of plug connector body 117.
Embodiment 15
Shown in figure 15; Plug connector comprises that integrated plug connector body 122, two are convexly equipped with square tube ellbeam connection-peg 123, the beam connection-peg 124 of plug connector body 122 from adjacent side level, the post connection-peg 125 that is convexly equipped with straight down from the below of plug connector body 122.
Embodiment 16
Shown in figure 16; Plug connector comprises that integrated plug connector body 126, two are convexly equipped with beam connection-peg 127, the beam connection-peg 128 of plug connector body 126 from opposing two sides level, the post connection-peg 129 that is convexly equipped with straight down from the bottom surface of plug connector body 126.
Embodiment 17
Shown in figure 17; Plug connector is a beam column plane plug connector; Beam column plane plug connector comprises beam column plane plug connector body 130; Vertically be convexly equipped with the post connection-peg 131 of beam column plane plug connector body 130 straight up, vertically be convexly equipped with the post connection-peg 132 of beam column plane plug connector body 130 straight down, plug connector body 130 two opposing side along continuous straight runs are convexly equipped with beam connection-peg 133, the beam connection-peg 134 of beam column plane plug connector body 130 from the beam column plane.Post connection-peg 131, beam connection-peg 133, post connection-peg 132, beam connection-peg 134 across.The structure of the connection-peg among the structure of post connection-peg and the embodiment 1 is identical.The beam connection-peg is identical with the structure of post connection-peg.
Shown in figure 18; Building frame construction; The column 150, column 151, column 152, the column 153 that comprise four diagonal positions that are distributed in rectangle successively; Connection-peg respectively with column 150, column 151, column 152, column 153 peg graft fixing plug connector 154, plug connector 155, plug connector 156, plug connector 157; With another connection-peg of plug connector 154, plug connector 155, plug connector 156, plug connector 157 peg graft fixing 161, one connection-pegs of column 158, column 159, column 160, column respectively with column 158, column 159, column 160, column 161 peg graft fixing beam column connector 162, beam column connector 163, beam column connector 164, beam column connector 165.
Shown in figure 19; Beam column connector 165; Comprise integrated beam column connector body 190; 192, two of the lower pillar stand connection-peg 191 that is convexly equipped with straight down from the bottom of beam column connector body 190 and upper pillar stand connection-pegs that is convexly equipped with straight up from the top of beam column connector body 190 be vertical each other, be convexly equipped with from beam column connector body 190 adjacent both sides levels horizontal support joint 193, horizontal support joint 194.The structure of lower pillar stand connection-peg 191, upper pillar stand connection-peg 192 is identical with the structure of the connection-peg of embodiment 1.Lower pillar stand connection-peg 191 is faced about its center position level with upper pillar stand connection-peg 192 and is claimed.Horizontal support joint 193, horizontal support joint 143 include the side protuberance 195 that is convexly equipped with from the side along continuous straight runs of beam column connector body 190; Extend again outwards bending vertically upward from the end face of side protuberance 195 and be provided with spacing protuberance 196 two symmetries, that level is arranged side by side, spacing protuberance 197; Be provided with the reinforcing rib 198 that links to each other with beam column connector body 190 in the bottom surface of side protuberance 195; On the base plane of the groove that spacing protuberance 196, spacing protuberance 197 and side protuberance 195 form, be provided with round platform 199; Between round platform 199, be connected with reinforcing rib 200, in each round platform 199, be provided with tapped through hole 201.Beam column connector 162 and the vertical plane symmetry of beam column connector 165 about its center.Beam column connector 163, beam column connector 164 and beam column connector 162, beam column connector 165 are about the vertical plane symmetry of its center.
The structure of plug connector 154, plug connector 155, plug connector 156, plug connector 157 is identical with embodiment 2.
Also comprise plug connector 182, plug connector 188, the plug connector 174 identical, plug connector 171, plug connector 176, plug connector 179, the plug connector 184 identical, the plug connector 166 identical with embodiment 4 structures with embodiment 4 structures with embodiment 1 structure.
Also comprise respectively and four connection-pegs of plug connector 166 peg graft fixing crossbeam 167, crossbeam 168, crossbeam 169, crossbeams 170; One end of connection-peg and the crossbeam 167 fixing plug connector 171 of pegging graft; Respectively with in addition two connection-pegs of plug connector 171 peg graft fixing crossbeam 172, crossbeams 173; One end of connection-peg and the crossbeam 173 fixing plug connector 174 of pegging graft; With another connection-pegs of plug connector 174 fixing 175, one connection-pegs of crossbeam and an end of crossbeam 168 fixing plug connector 176 of pegging graft of pegging graft, respectively with two crossbeam 177, crossbeams 178 that connection-pegs are pegged graft and fixed in addition of plug connector 176; One end grafting fixing plug-in connector 179 of connection-peg and crossbeam 169; Respectively with in addition two connection-pegs of plug connector 179 fixing 181, one connection-pegs of crossbeam 180, crossbeam and crossbeam 181 1 ends fixing plug connectors 182 of pegging graft of pegging graft, the crossbeam 183 of pegging graft and fixing with plug connector 182 another connection-pegs; One end of connection-peg and the crossbeam 170 fixing plug connector 188 of pegging graft; With another connection-pegs of plug connector 188 fixing 186, one connection-pegs of crossbeam and an end of crossbeam 186 fixing plug connector 184 of pegging graft of pegging graft, respectively with two crossbeam 185, crossbeams 187 that connection-pegs are pegged graft and fixed in addition of plug connector 184.The other end of crossbeam 185, crossbeam 183 is fixed with two horizontal support connection supports of beam column connector 162 respectively; The other end of crossbeam 180, crossbeam 168 is fixed with two horizontal support connection supports of beam column connector 163 respectively; The other end of crossbeam 177, crossbeam 172 is fixed with two horizontal support connection supports of beam column connector 164 respectively, and the other end of crossbeam 175, crossbeam 187 is fixed with two horizontal support connection supports of beam column connector 165 respectively.The T font all is processed in all crossbeams and the end of column, and the vertical component effect of crossbeam or column T font end is contained in the storage tank.
Embodiment 19
Shown in figure 20, building frame construction comprises the crossbeam parallel with horizontal plane 220, the column 221 vertical with horizontal plane, column 222, plug connector 223.
Plug connector and embodiment 5 are together.
Embodiment 20
Shown in figure 21, building frame construction comprises the crossbeam parallel with horizontal plane 230, crossbeam 231, the column 232 vertical with horizontal plane, column 233, plug connector 234.
Shown in figure 22; Building frame construction; Comprise that four diagonal positions along rectangle are by counterclockwise distribution, vertical with horizontal plane column 770, column 772, column 778, column 776; Be distributed in the column 771 of the center of column 770, column 772 lines, be distributed in the column 777 of the center of column 776, column 778 lines, be distributed in the column 775 of the center of column 770, column 776 lines; Be distributed in the column 774 of the center of column 771, column 777 lines, be distributed in the column 773 of the center of column 772, column 778 lines.The lower pillar stand connection-peg is pegged graft respectively and is fixed on beam column connector 779, beam column connector 780, beam column connector 781, beam column connector 782, beam column connector 783, beam column connector 784, beam column connector 785, beam column connector 786, the beam column connector 787 on column 770, column 771, column 772, column 773, column 774, column 775, column 776, column 777, the column 778.
Shown in figure 24, the structure of beam column connector 779 comprises integrated beam column connector body 600, upper pillar stand connection-peg 601, lower pillar stand connection-peg 602, a horizontal support joint 603.Upper pillar stand connection-peg 601, lower pillar stand connection-peg 602 structures are identical with embodiment 1.Horizontal support joint 603 comprises from the protuberance of beam column connector body one side level protrusion; Below protuberance, be provided with inclined-plane 604; The end face 605 of protuberance is the supporting traverse horizontal plane, is provided with spacing protuberance 606 at the end face 605 of protuberance away from a side of beam column connector body 600.Protuberance is convexly equipped with the direction of beam column connector body 600 and is the beam vertical of overhead traveling crane guide rail.Spacing protuberance 606 is parallel with crossbeam.
Shown in figure 25, beam column connector 784 is not both with beam column connector 779 structures, and beam column connector 784 comprises horizontal support joint 608, the horizontal support joint 609 that two symmetries are convexly equipped with from beam column connector body 607 relative both sides.
Building frame construction also comprises the crossbeam 788 parallel with horizontal plane on two horizontal support joints that are supported and fixed on beam column connector 779, beam column connector 780 homonymies, is supported on the crossbeam 789 parallel with horizontal plane on two horizontal support joints of beam column connector 780, beam column connector 781 homonymies.Be supported and fixed on the crossbeam 790 parallel on two horizontal support joints of beam column connector 782, beam column connector 783 the same sides, be supported and fixed on the crossbeam 791 parallel on two horizontal support joints of beam column connector 783, beam column connector 784 homonymies with horizontal plane with horizontal plane.Be supported and fixed on the crossbeam 792 parallel on two horizontal support joints of beam column connector 784, beam column connector 783 the same sides, be supported and fixed on the crossbeam 793 parallel on two horizontal support joints of beam column connector 783, beam column connector 782 homonymies with horizontal plane with horizontal plane.Be supported and fixed on the crossbeam 794 parallel on two horizontal support joints of beam column connector 787, beam column connector 788 the same sides, be supported and fixed on the crossbeam 795 parallel on two horizontal support joints of beam column connector 788, beam column connector 789 homonymies with horizontal plane with horizontal plane.
Building frame construction also comprise an end respectively with beam column connector 779, beam column connector 780, beam column connector 781, beam column connector 785, beam column connector 786, beam column connector 787 peg graft fixing column 796, column 797, column 798, column 802, column 803, column 804.Respectively with column 796, column 797, column 798, column 804, column 803, fixing beam column connector 805, beam column connector 806, beam column connector 807, beam column connector 808, beam column connector 809, the beam column connector 810 of column 802 grafting.
Shown in figure 26; Beam column connector 805 comprises beam column connector body 610; Be convexly equipped with horizontal support joint 611, the horizontal support joint 612 of beam column connector body 610 from beam column connector body 610 two adjacent side levels; Be convexly equipped with the lower pillar stand connection-peg 613 of beam column connector body 610 straight down from the bottom surface of beam column connector body 610; The top layer that is convexly equipped with beam column connector body 610 from beam column connector body 610 is obliquely tiltedly gone up supported joint 614, top layer tiltedly go up supported joint 614 be positioned at horizontal support joint 612 directly over.
Shown in figure 27; What the structure of the structure of beam column connector 806 and beam column connector 805 was different is; The horizontal support joint is two; Be horizontal support joint 615, horizontal support joint 616, horizontal support joint 615,616 one-tenth in-lines of horizontal support joint are symmetrically distributed in the both sides that top layer is tiltedly gone up supported joint 617.
Be supported and fixed on the crossbeam 841 on two relative horizontal support joints of beam column connector 805, beam column connector 806, be supported and fixed on the crossbeam 842 on two relative horizontal support joints of beam column connector 806, beam column connector 807.Be supported and fixed on the crossbeam 843 on two relative horizontal support joints of beam column connector 808, beam column connector 809, be supported and fixed on the crossbeam 844 on two relative horizontal support joints of beam column connector 809, beam column connector 810.
Building frame construction also comprises beam column plane plug connector 769, beam column plane plug connector 815, the beam column plane plug connector 818 identical with embodiment 17 structures.
Building frame construction also comprises column 801, the column 812 of pegging graft and fixing with the post connection-peg of beam column plane plug connector 769, with fixing crossbeam 811, the crossbeam 813 of beam connection-peg grafting of beam column plane plug connector 769.The fixing upper pillar stand connection-peg with beam column connector 784 of the other end of column 801 is pegged graft fixing, and the other end of crossbeam 811, crossbeam 813 is supported on respectively on the opposing horizontal supported joint of beam column connector 805, beam column connector 810.
Building frame construction also comprises column 800, the column 846 of pegging graft and fixing with the post connection-peg of beam column plane plug connector 815, with fixing crossbeam 814, the crossbeam 816 of beam connection-peg grafting of beam column plane plug connector 769.The fixing upper pillar stand connection-peg with beam column connector 783 of the other end of column 800 is pegged graft fixing, and the other end of crossbeam 814, crossbeam 816 is supported on respectively on the opposing horizontal supported joint of beam column connector 806, beam column connector 809.
Building frame construction also comprises column 799, the column 847 of pegging graft and fixing with the post connection-peg of beam column plane plug connector 818, with fixing crossbeam 817, the crossbeam 819 of beam connection-peg grafting of beam column plane plug connector 818.The fixing upper pillar stand connection-peg with beam column connector 782 of the other end of column 799 is pegged graft fixing, and the other end of crossbeam 817, crossbeam 819 is supported on respectively on the opposing horizontal supported joint of beam column connector 807, beam column connector 808.
Building frame construction also comprises beam column connector 820, beam column connector 823, beam column connector 826.
Shown in figure 28; Beam column connector 820 is a top layer beam column connector; Comprise integrated beam column connector body 620; 622, two of 621, one horizontal support joints of a lower pillar stand connection-peg tiltedly descend connection-peg 623, top layer tiltedly to descend connection-peg 624 about the centrosymmetric top layer of top layer beam column connector.
Shown in figure 29; What the structure of the structure of beam column connector 823 and beam column connector 820 was different is; The horizontal support joint is two; Be horizontal support joint 626, horizontal support joint 627, horizontal support joint 626,627 one-tenth in-lines of horizontal support joint are symmetrically distributed in the both sides that top layer tiltedly descends connection-peg.
Comprise also that respectively two top layers with beam column connector 820 tiltedly descend connection-peg peg graft fixing back timber 821, back timber 822; The lower pillar stand connection-peg of beam column connector 820 is pegged graft and is fixed on the column 812, and the other end of back timber 821, back timber 822 is supported and fixed on the top layer of beam column connector 805, beam column connector 810 respectively and tiltedly goes up on the supported joint.Two top layers with beam column connector 823 tiltedly descend fixing back timber 824, the back timber 825 of connection-peg grafting respectively; The lower pillar stand connection-peg of beam column connector 823 is pegged graft and is fixed on the column 846, and the other end of back timber 824, back timber 825 is supported and fixed on the top layer of beam column connector 806, beam column connector 809 respectively and tiltedly goes up on the supported joint.Comprise also that respectively two top layers with beam column connector 826 tiltedly descend connection-peg peg graft fixing back timber 827, back timber 828; The lower pillar stand connection-peg of beam column connector 826 is pegged graft and is fixed on the column 847, and the other end of back timber 827, back timber 828 is supported and fixed on the top layer of beam column connector 807, beam column connector 808 respectively and tiltedly goes up on the supported joint.
Building frame construction also comprises top layer plug connector 833 and back timber hanging part 831, back timber hanging part 835.
Top layer plug connector 833 structures are identical with embodiment 8.
Shown in figure 23, back timber hanging part 831 comprise 854, one of suspension parts along the suspension part 854 the end face outside connecting portion 855 that forms of bending upwards; One is arranged on the end face that connecting portion 855 deviates from suspension part 854 and the top layer that is convexly equipped with is obliquely tiltedly gone up supported joint 856; Be provided with the downward opening U-lag 857 that an angle becomes 90 ° in the bottom of suspension part, the structure that top layer is tiltedly gone up supported joint 856 is identical with the structure that the top layer of implementing 13 is tiltedly gone up supported joint.Back timber hanging part 831 is suspended on that its U-lag cooperates with crossbeam 841 on the crossbeam 841, and back timber hanging part 835 is suspended on that its U-lag cooperates with crossbeam 844 on the crossbeam 844.Back timber hanging part 835 and the vertical plane symmetry of back timber hanging part 831 about its center.Two top layers of top layer plug connector 833 tiltedly descend connection-peg to peg graft fixing with the back timber 832 of two symmetries, the end of back timber 834 respectively; Top layer plug connector 833 is supported on the crossbeam 829, and the other end of back timber 832, back timber 834 is supported on the top layer of back timber hanging part 831, back timber hanging part 835 respectively and tiltedly goes up on the supported joint.
Building frame construction also comprises top layer plug connector 838 and back timber hanging part 836, back timber hanging part 840.Top layer plug connector 838 is identical with the structure of top layer plug connector 833.Back timber hanging part 836 and back timber hanging part 831.Back timber hanging part 836 is suspended on that its U-lag cooperates with crossbeam 842 on the crossbeam 842, and back timber hanging part 840 is suspended on that its U-lag cooperates with crossbeam 843 on the crossbeam 843.Back timber hanging part 835 and the vertical plane symmetry of back timber hanging part 831 about its center.Two top layers of top layer plug connector 838 tiltedly descend connection-peg to peg graft fixing with the back timber 837 of two symmetries, the end of back timber 839 respectively; Top layer plug connector 838 is supported on the crossbeam 830, and the other end of back timber 837, back timber 839 is supported on the top layer of back timber hanging part 836, back timber hanging part 840 respectively and tiltedly goes up on the supported joint.
Shown in figure 30, building frame construction comprises eaves plug connector 1599, eaves plug connector 1601, eaves plug connector 1604, eaves plug connector 1583, eaves plug connector 1584, eaves plug connector 1585, eaves plug connector 1592, eaves plug connector 1593, eaves plug connector 1594.
The structure of eaves plug connector 1604 is identical with embodiment 11, and the structure of eaves plug connector 1601 is identical with embodiment 11.Eaves plug connector 1599 and the vertical plane symmetry of eaves plug connector 1604 about its center.
The structure of eaves plug connector 1585 is identical with embodiment 13, and the structure of eaves plug connector 1584 is identical with embodiment 14.Eaves plug connector 1583 and the vertical plane symmetry of eaves plug connector 1585 about its center.
The structure of eaves plug connector 1594 is identical with embodiment 11, and the structure of eaves plug connector 1593 is identical with embodiment 16, eaves plug connector 1592 and the vertical plane symmetry of eaves plug connector 1594 about its center.
Be fixedly coupled beam 1598, side bar 1600 with the beam connection-peg grafting of eaves plug connector 1599; The eaves plug connector 1601 that beam connection-peg and side bar 1600 are pegged graft and be fixed together, pegging graft with two other beam connection-peg of eaves plug connector 1601 is fixedly coupled beam 1602, side bar 1603; The eaves plug connector 1604 that beam connection-peg and side bar 1603 are pegged graft and be fixed together, pegging graft with the another one beam connection-peg of eaves plug connector 1604 is fixedly coupled beam 1605.Tie-beam 1598, tie-beam 1602, tie-beam 1605 are fixed with main frame structure respectively.
With the beam connection-peg of eaves plug connector 1583 peg graft be fixedly coupled beam 1580, side bar 1586, with the edge column connection-peg of the eaves plug connector 1583 fixing edge column 1588 of pegging graft; The eaves plug connector 1584 that beam connection-peg and side bar 1586 are pegged graft and be fixed together; Be fixedly coupled beam 1581, side bar 1587 with two other beam connection-peg grafting of eaves plug connector 1584, with the fixing edge column 1589 of edge column connection-peg grafting of eaves plug connector 1584; The eaves plug connector 1585 that beam connection-peg and side bar 1587 are pegged graft and be fixed together, pegging graft with the another one beam connection-peg of eaves plug connector 1585 is fixedly coupled beam 1582, with the edge column connection-peg of the eaves plug connector 1585 fixing edge column 1590 of pegging graft.Fixing side bar 1591, the side bar 1596 of beam connection-peg grafting with eaves plug connector 1592; With fixing side bar 1596, the side bar 1597 of beam connection-peg grafting of eaves plug connector 1593, with fixing side bar 1597, the side bar 1595 of beam connection-peg grafting of eaves plug connector 1594.The edge column connection-peg of eaves plug connector 1592, eaves plug connector 1593, eaves plug connector 1594 is pegged graft and is fixed together with edge column 1588, edge column 1589, edge column 1590 respectively.Tie-beam 1580, tie-beam 1581, tie-beam 1582 are fixed with agent structure respectively.Side bar 1591, side bar 1595 are fixed with the column welding of main body frame.
Embodiment 12
Shown in figure 17; Building frame construction; Comprise that four diagonal positions along rectangle are by counterclockwise distribution, vertical with horizontal plane column 1121, column 1123, column 1124, column 1120; Be distributed in the column 1122 of the center of column 1121, column 1123 lines, be distributed in the column 1125 of the center of column 1124, column 1120 lines.The lower pillar stand connection-peg is pegged graft respectively and is fixed on beam column connector 1126, beam column connector 1127, beam column connector 1128, beam column connector 1129, beam column connector 1130, the beam column connector 1131 on column 1120, column 1121, column 1122, column 1123, column 1124, the column 1125.
Shown in figure 18; Beam column connector 1128 comprises beam column connector body 1175; The orthogonal horizontal support joint 1176, the horizontal support joint 1177 that are convexly equipped with from beam column connector body 1,175 two adjacent side levels; The lower pillar stand connection-peg 1178 that is convexly equipped with straight down from the bottom surface of beam column connector body 1175; From the upper pillar stand connection-peg 1179 that the end face of beam column connector body 1175 is convexly equipped with straight up, be not provided with the oblique tie-beam connection-peg 1180 that is convexly equipped with down of angle position of adjacent two sides of supported joint from beam column connector body 1175.
Shown in figure 19; Beam column connector 1126 comprises beam column connector body 1181; The orthogonal horizontal support joint 1182, horizontal support joint 1183, the horizontal support joint 1184 that are convexly equipped with from beam column connector body 1,175 three adjacent side levels; The lower pillar stand connection-peg 1185 that is convexly equipped with straight down from the bottom surface of beam column connector body 1180; From the upper pillar stand connection-peg 1186 that the end face of beam column connector body 1180 is convexly equipped with straight up, be not provided with the oblique tie-beam connection-peg 1187 that is convexly equipped with down in a side of supported joint from beam column connector body 1180.
Beam column connector 1127 and the horizontal plane symmetry of beam column connector 1126 about its center.Beam column connector 1127, beam column connector 1128, beam column connector 1129 one by one with beam column connector 1126, beam column connector 1131, beam column connector 1130 horizontal plane symmetry about its center.
Building frame construction also comprises and is supported and fixed on the crossbeam 1144 parallel with horizontal plane on two relative horizontal support joints of beam column connector 1126, beam column connector 1127; Be supported on the crossbeam 1145 parallel on two relative horizontal support joints of beam column connector 1127, beam column connector 1128 with horizontal plane; Be supported and fixed on the crossbeam 1146 parallel on two relative horizontal support joints of beam column connector 1128, beam column connector 1129 with horizontal plane; Be supported and fixed on the crossbeam 1147 parallel on two relative horizontal support joints of beam column connector 1129, beam column connector 1130 with horizontal plane; Be supported and fixed on the crossbeam 1148 parallel on two relative horizontal support joints of beam column connector 1130, beam column connector 1131, be supported and fixed on the crossbeam 1149 parallel on two relative horizontal support joints of beam column connector 1131, beam column connector 1126 with horizontal plane with horizontal plane.
Building frame construction also comprises respectively and the tie-beam connection-peg of beam column connector 1127, beam column connector 1128, beam column connector 1129, beam column connector 1130, beam column connector 1131, beam column connector 1126 peg graft fixing the 4th tie-beam 1157, the 6th tie-beam 1158, the 5th tie-beam 1159, the 4th tie-beam 1160, the 6th tie-beam 1161, the 5th tie-beam 1156, with the 4th tie-beam 1157, the 6th tie-beam 1158, the 5th tie-beam 1159, the 4th tie-beam 1160, the 6th tie-beam 1161, the 5th tie-beam 1156 peg graft fixing the 4th eaves connector 1163, the 6th eaves connector 1164, the 5th eaves connector 1165, the 4th eaves connector 1166, the 6th eaves connector 1167, the 5th eaves connector 1162.
The structure of the 5th eaves connector 1165 is identical with embodiment 1.The 4th eaves connector 1163 and the 5th eaves connector 1165 are about the vertical plane symmetry of its center.The structure of the 6th eaves connector 1164 is identical with embodiment 2.The 5th eaves connector 1162, the 6th eaves connector 1167, the 4th eaves connector 1166 respectively with the 4th eaves connector 1163, the 6th eaves connector 1164, the 5th eaves connector 1165 vertical plane symmetry about its center.
Building frame construction also comprises the side bar 1169 on the side bar supported joint that is supported and fixed on the 4th eaves connector 1163, the 6th eaves connector 1164; Be supported and fixed on the side bar 1170 on the side bar supported joint of the 6th eaves connector 1164, the 5th eaves connector 1165; Be supported and fixed on the side bar 1171 on the side bar supported joint of the 5th eaves connector 1165, the 4th eaves connector 1166; Be supported and fixed on the side bar 1172 on the side bar supported joint of the 4th eaves connector 1166, the 6th eaves connector 1167, be supported and fixed on the side bar 1173 of the 6th eaves connector 1167, the 5th eaves connector 1162.
Building frame construction also comprises column 1132, column 1133, column 1134, column 1135, column 1136, the column 1137 on the upper pillar stand connection-peg that is fixed on beam column connector 1126, beam column connector 1127, beam column connector 1128, beam column connector 1129, beam column connector 1130, beam column connector 1131 of pegging graft respectively, and the lower pillar stand connection-peg is pegged graft and is fixed on beam column connector 1138, beam column connector 1139, beam column connector 1140, beam column connector 1141, beam column connector 1142, the beam column connector 1143 on column 1132, column 1133, column 1134, column 1135, column 1136, the column 1137.
Shown in figure 20; Beam column connector 1138 comprises beam column connector body 1188; The orthogonal horizontal support joint 1189, the horizontal support joint 1190 that are convexly equipped with from beam column connector body 1,188 two adjacent side levels; The lower pillar stand connection-peg 1191 that is convexly equipped with straight down from the bottom surface of beam column connector body 1188 is not provided with the oblique tie-beam connection-peg 1192 that is convexly equipped with down of angle position of adjacent two sides of supported joint from beam column connector body 1188.
Shown in figure 21; Beam column connector 1143 comprises beam column connector body 1193; The orthogonal horizontal support joint 1194, horizontal support joint 1195, the horizontal support joint 1196 that are convexly equipped with from beam column connector body 1,193 three adjacent side levels; The lower pillar stand connection-peg 1197 that is convexly equipped with straight down from the bottom surface of beam column connector body 1193 is not provided with the oblique tie-beam connection-peg 1198 that is convexly equipped with down in a side of supported joint from beam column connector body 1193.
Beam column connector 1141 and the horizontal plane symmetry of beam column connector 1139 about its center.Beam column connector 1138, beam column connector 1143, beam column connector 1142 one by one with beam column connector 1139, beam column connector 1140, beam column connector 1141 horizontal plane symmetry about its center.
Building frame construction also comprises and is supported and fixed on the crossbeam 1150 parallel with horizontal plane on two relative horizontal support joints of beam column connector 1138, beam column connector 1139; Be supported and fixed on the crossbeam 1151 parallel on two relative horizontal support joints of beam column connector 1139, beam column connector 1140 with horizontal plane; Be supported and fixed on the crossbeam 1152 parallel on two relative horizontal support joints of beam column connector 1140, beam column connector 1141 with horizontal plane; Be supported and fixed on the crossbeam 1153 parallel on two relative horizontal support joints of beam column connector 1141, beam column connector 1142 with horizontal plane; Be supported and fixed on the crossbeam 1154 parallel on two relative horizontal support joints of beam column connector 1142, beam column connector 1143, be supported and fixed on the crossbeam 1155 parallel on two relative horizontal support joints of beam column connector 1143, beam column connector 1138 with horizontal plane with horizontal plane.
With the tie-beam connection-peg of beam column connector 1139, beam column connector 1140, beam column connector 1141, beam column connector 1142, beam column connector 1143, beam column connector 1138 peg graft be fixedly coupled beam, with the tie-beam fixing eaves connector of pegging graft; The structure that is supported on the side bar on the eaves connector with the tie-beam connection-peg of beam column connector 1126, beam column connector 1127, beam column connector 1128, beam column connector 1129, beam column connector 1130, beam column connector 1131 peg graft be fixedly coupled beam, with the tie-beam fixing eaves connector of pegging graft, the structure that is supported on the side bar on the eaves connector is identical.
Claims (10)
1. the plug connector of a building frame construction; It is characterized in that comprising integrated plug connector body, insert the bracket end be mated and the connection-peg that protrudes the plug connector body more than two, connection-peg comprises that the bracket side of being kept out from four direction by the support face of keeping out keeps out face with the bracket end face of keeping out bracket end face.
2. the plug connector of a kind of building frame construction as claimed in claim 1; It is characterized in that: plug connector is the plane plug connector; Comprise the two joint plug connectors that constitute by two connection-pegs that become in-lines; The three joint plug connectors that constitute by three connection-pegs that become the T fonts, the four joint plug connectors that constitute by the connection-peg of four across.
3. the plug connector of a kind of building frame construction as claimed in claim 1 is characterized in that: plug connector is for connecting the back timber plug connector of the back timber that tilts with horizontal plane; The connection-peg of back timber plug connector is two, becomes inverted v-shaped.
4. the plug connector of a kind of building frame construction as claimed in claim 1; It is characterized in that: plug connector is three-dimensional plug connector; Comprise the post connection-peg that vertically is convexly equipped with the plug connector body above or below the plug connector body, become L shaped or three beam connection-pegs that become T font level to be convexly equipped with the plug connector body by two.
5. like the plug connector of any described a kind of building frame construction of claim 1 to 4, it is characterized in that: connection-peg comprises vertical outward extending square tube shape protuberance of a face or the tubular protuberance from the plug connector body; The face that the plug connector body extends square tube shape protuberance or tubular protuberance is that bracket end face is kept out face; The side of square tube shape protuberance or tubular protuberance is that bracket side is kept out face.
6. the plug connector of a kind of building frame construction as claimed in claim 5; It is characterized in that: on square tube shape protuberance, be provided with elastic tongue; Elastic tongue is connected on the square tube shape protuberance away from an end of plug connector body, and elastic tongue is a free end towards an end of plug connector body.
7. like the plug connector of any described a kind of building frame construction of claim 1 to 4, it is characterized in that: connection-peg comprise face of vertical plug connector body extend two of forming about its center symmetry, opening is towards the U-shaped piece of both sides; Gap between two U-shaped pieces forms the storage tank that cooperates with the connecting portion of H shaped steel or I-steel; Relative two faces of two U-shaped pieces and two lateral surfaces vertical with relative face are respectively to bracket side and keep out face.
8. building frame construction comprises support and an above plug connector more than two, it is characterized in that plug connector comprises integrated plug connector body, the connection-peg of protrusion plug connector body more than two; Two symmetries that connection-peg comprises that the same facing epitaxy of vertical plug connector body stretches and protuberance side by side; Support is H shaped steel or the i shaped steel that the end is processed to the T font; Two protuberances of connection-peg insert support one ends, thereby the connecting portion of support is contained in two gaps between the protuberance and the bracket end socket connection, and two relative two faces and two lateral surfaces of protuberance are kept out from four direction support.
9. building frame construction is characterized in that: comprise side bar more than one, the tie-beam more than two, the plug connector identical with the tie-beam number; Plug connector comprises integrated plug connector body, one or two side bar connection-peg that is convexly equipped with the plug connector body, a tie-beam connection-peg that is convexly equipped with the plug connector body; The tie-beam connection-peg of plug connector is pegged graft with an end of corresponding tie-beam and is fixed, and the two ends of side bar are plugged on the corresponding side bar connection-peg.
10. building frame construction as claimed in claim 9 is characterized in that: above the plug connector body, also convex with the edge column connection-peg straight up.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201393921U CN202099881U (en) | 2011-05-05 | 2011-05-05 | Connector clip of building frame structure and building frame structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201393921U CN202099881U (en) | 2011-05-05 | 2011-05-05 | Connector clip of building frame structure and building frame structure |
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Cited By (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012149905A1 (en) * | 2011-05-05 | 2012-11-08 | Yang Dongzuo | Beam hanger, building framework structure and installation method thereof |
| CN103377569A (en) * | 2012-04-28 | 2013-10-30 | 陈福平 | Device for training search and rescue in narrow space and three-dimensional mesh frame |
| CN104098015A (en) * | 2013-04-07 | 2014-10-15 | 上海德梅柯汽车装备制造有限公司 | Flexible combined suspender for automobile-factory electric monorail transport system |
| CN105113509A (en) * | 2015-04-24 | 2015-12-02 | 北京卓良模板有限公司 | Tool type foundation pit suspended step ladder |
| CN105484356A (en) * | 2016-01-08 | 2016-04-13 | 东青铝业有限公司 | All-aluminum building |
| CN106465658A (en) * | 2015-08-19 | 2017-03-01 | 杭州雷博实业有限公司 | Greenhouse |
| CN106854897A (en) * | 2017-03-02 | 2017-06-16 | 浙江远成精工科技有限公司 | A kind of steel member in construction house |
| CN106884479A (en) * | 2017-03-02 | 2017-06-23 | 浙江远成精工科技有限公司 | A kind of steel member house frame |
| CN107268786A (en) * | 2017-06-22 | 2017-10-20 | 李新华 | Construction set |
| CN107548425A (en) * | 2015-05-28 | 2018-01-05 | 伦森防晒屏公司 | Cover closure assembly |
| CN108105577A (en) * | 2016-11-24 | 2018-06-01 | 丹阳市宏光机械有限公司 | A kind of support formed steel construction |
| CN108589977A (en) * | 2018-05-05 | 2018-09-28 | 吴联凯 | A kind of construction wall Modularized splice structure |
| CN109162348A (en) * | 2018-10-17 | 2019-01-08 | 苏州昆仑绿建木结构科技股份有限公司 | A kind of assembled bamboo hollow frame structure with prestressing force enhancing box beam |
| CN109339225A (en) * | 2018-11-08 | 2019-02-15 | 北京场道市政工程集团有限公司 | A kind of elastic building frame with anti-seismic structure |
| CN110424552A (en) * | 2019-07-02 | 2019-11-08 | 宿迁市天一建筑劳务有限公司 | A kind of assembled architecture plug assembly |
| CN111188457A (en) * | 2020-01-07 | 2020-05-22 | 山东建筑大学 | Edge sealing beam structure of super high-rise steel structure building and construction method |
| CN111962686A (en) * | 2020-08-12 | 2020-11-20 | 鹏程建设集团有限公司 | Beam column structure for building and construction method thereof |
| CN111980168A (en) * | 2020-07-31 | 2020-11-24 | 国住人居工程顾问有限公司 | Module building node that bolt and structure are glued and are connected |
| CN112302173A (en) * | 2020-10-28 | 2021-02-02 | 武汉品珈网络科技有限公司 | Building and connecting piece, connecting structure and connecting method of frame structure of building |
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2011
- 2011-05-05 CN CN2011201393921U patent/CN202099881U/en not_active Expired - Fee Related
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012149905A1 (en) * | 2011-05-05 | 2012-11-08 | Yang Dongzuo | Beam hanger, building framework structure and installation method thereof |
| CN103377569A (en) * | 2012-04-28 | 2013-10-30 | 陈福平 | Device for training search and rescue in narrow space and three-dimensional mesh frame |
| CN104098015A (en) * | 2013-04-07 | 2014-10-15 | 上海德梅柯汽车装备制造有限公司 | Flexible combined suspender for automobile-factory electric monorail transport system |
| CN105113509A (en) * | 2015-04-24 | 2015-12-02 | 北京卓良模板有限公司 | Tool type foundation pit suspended step ladder |
| CN107548425A (en) * | 2015-05-28 | 2018-01-05 | 伦森防晒屏公司 | Cover closure assembly |
| CN107548425B (en) * | 2015-05-28 | 2020-02-07 | 伦森防晒屏公司 | Shielding cover device |
| CN106465658A (en) * | 2015-08-19 | 2017-03-01 | 杭州雷博实业有限公司 | Greenhouse |
| CN105484356A (en) * | 2016-01-08 | 2016-04-13 | 东青铝业有限公司 | All-aluminum building |
| CN108105577A (en) * | 2016-11-24 | 2018-06-01 | 丹阳市宏光机械有限公司 | A kind of support formed steel construction |
| CN106854897A (en) * | 2017-03-02 | 2017-06-16 | 浙江远成精工科技有限公司 | A kind of steel member in construction house |
| CN106884479A (en) * | 2017-03-02 | 2017-06-23 | 浙江远成精工科技有限公司 | A kind of steel member house frame |
| CN107268786A (en) * | 2017-06-22 | 2017-10-20 | 李新华 | Construction set |
| CN108589977A (en) * | 2018-05-05 | 2018-09-28 | 吴联凯 | A kind of construction wall Modularized splice structure |
| CN109162348A (en) * | 2018-10-17 | 2019-01-08 | 苏州昆仑绿建木结构科技股份有限公司 | A kind of assembled bamboo hollow frame structure with prestressing force enhancing box beam |
| CN109339225A (en) * | 2018-11-08 | 2019-02-15 | 北京场道市政工程集团有限公司 | A kind of elastic building frame with anti-seismic structure |
| CN109339225B (en) * | 2018-11-08 | 2023-12-05 | 北京场道市政工程集团有限公司 | Elastic building frame with anti-seismic structure |
| CN110424552A (en) * | 2019-07-02 | 2019-11-08 | 宿迁市天一建筑劳务有限公司 | A kind of assembled architecture plug assembly |
| CN111188457A (en) * | 2020-01-07 | 2020-05-22 | 山东建筑大学 | Edge sealing beam structure of super high-rise steel structure building and construction method |
| CN111980168A (en) * | 2020-07-31 | 2020-11-24 | 国住人居工程顾问有限公司 | Module building node that bolt and structure are glued and are connected |
| CN111962686A (en) * | 2020-08-12 | 2020-11-20 | 鹏程建设集团有限公司 | Beam column structure for building and construction method thereof |
| CN112302173A (en) * | 2020-10-28 | 2021-02-02 | 武汉品珈网络科技有限公司 | Building and connecting piece, connecting structure and connecting method of frame structure of building |
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