CN102330472A - Connecting element for building framework structures - Google Patents
Connecting element for building framework structures Download PDFInfo
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- CN102330472A CN102330472A CN201110115763A CN201110115763A CN102330472A CN 102330472 A CN102330472 A CN 102330472A CN 201110115763 A CN201110115763 A CN 201110115763A CN 201110115763 A CN201110115763 A CN 201110115763A CN 102330472 A CN102330472 A CN 102330472A
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Abstract
The invention relates to a connecting element for building framework structures, which comprises an integrally formed connecting element body and a plug head convexly arranged on the connecting element body, wherein the plug head comprises two symmetrical side-by-side U-shaped convex parts convexly arranged on the connecting element body, openings of the U-shaped convex parts are opposite, and the distance between corresponding surfaces of the two position limiting convex parts is matched with the vertical part of H-shaped steel or I-shaped steel with the end part being processed into a T shape. The connecting element for the building framework structures has the advantages that the fastening connection or the welding and the like are greatly reduced, and the defects of poor stress and weak connection of connecting positions caused by excessive stress concentration in the connecting positions between beams and columns or between beams are greatly reduced, so the installation efficiency, the earthquake resistance function and the use safety of the building framework structures are greatly improved, the service lives of the building framework structures are greatly prolonged, and beam and column connecting elements can be produced in a standardized mass production way in advance.
Description
Technical field
The present invention relates to the connector of the building frame construction of buildings such as a kind of house, booth, exhibition booth, bridge, particularly relate to a kind of connector of 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.
To the deficiency of 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, 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 connector, the cap of house load-bearing pillar, spandrel girder, building frame construction, 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 the connector of intercolumniation with building frame construction; 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; Around being configured to of steel pipe column welding, be 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 by each support by at least one for the girder steel support, and last lower holding board has the extension that an arc surface, every pair of junction plate of a body part and edge move towards extension; On the girder steel support, form at least two pairs of junction plates, 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 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 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. be 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, 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.
Summary of the invention
First technical problem that the present invention will solve provides a kind of to directly supporting with the beam of its grafting or post or by the connector of the building frame construction that directly supports.
The connector of building frame construction; Comprise integrated building frame construction the connector body, be convexly equipped with the connection-peg of the connector body of building frame construction; Connection-peg comprises two U-shaped protuberances side by side symmetry, that opening is opposing that are convexly equipped with the connector body of building frame construction, and the distance of two spacing protuberance opposite faces is processed to the H shape steel of T shape with the end or the vertical component effect of i shaped steel cooperates.
As improvement, on the base plane of the U-lag of U-shaped protuberance, be equipped with round platform, between round platform, be connected with reinforcing rib, in each round platform, be provided with tapped through hole.
As common improvement; The horizontal support joint that also comprises the connector body of along continuous straight runs protrusion building frame construction, described plug head also comprise connector body with the beam column building frame construction integrated, 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 the connector body of beam column building frame construction.
The beneficial effect of the relative prior art of the present invention is:
The column connection-peg comprises two U-shaped protuberances 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 protuberance; Between round platform, be connected with reinforcing rib, in each round platform, be provided with tapped through hole, make the good rigidly of U-shaped protuberance; Can reduce the wall thickness of U-shaped protuberance, fixing more reliable when securing members such as while screw are fixed on the screwed hole.
When the connector of building frame construction and column and crossbeam are installed together; Because this body by integral forming of connector of column connection-peg, supported joint and building frame construction; Relatively directly connect between traditional architecture steel structure frame beam and column or beam and the beam or connected mode through welding etc. through 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 the connector of building frame construction is connected with the mutual plug-in type of column, when the connector insertion storing with building frame construction was positioned at the column under it, the connector of building frame construction just can directly be supported on the column like this; When column inserts on the connector that is seated in the building frame construction that is positioned at its below; Column just can directly be supported on the connector of building frame construction; Install simple and convenient fast, do not had the installation difficulty of traditional architecture steel structure frame, after the connector of column and building frame construction links together; Have and support and supported relation, it is stressed good to make.When crossbeam and supported joint are installed together, the supported joint supporting traverse is stressed good.The connected mode of present technique can also be with the building weight loading; Evenly and reasonably between beam and column or beam and beam, transmit; Reasonably be delivered to load forces on the column, last reasonably the transmission is distributed on the ground, makes securing member such as bolt or weld no longer need bear the support force of column or crossbeam; Reduce the stress of building frame construction greatly and concentrate, thereby improve installation effectiveness and function of seismic resistance, application life, the safety in utilization of building frame construction greatly.Particularly, the 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, design, the processing that must be connected to connection end separately; When beam or post will use standard sections; It connects end and just must design in addition and process, and 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; Also occur beam or column dimension mismachining tolerance easily and produce the connection error; Make original just fragile link position be difficult to well to bear the transmission of the power of building weight loading and load, and the connector of the building frame construction 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 connector of building frame construction 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.
The connector of the various building frame constructions of the connector through the top building frame construction is connected with crossbeam with column, can constitute the multiple frame construction of one deck building.Be connected with crossbeam with column through the connector of bottom building frame construction, the connector of intermediate layer building frame construction, can constitute the frame construction of multistory building.Because the connector of bottom building frame construction and the connector of top building frame construction comprise the connector of multiple building frame construction again, therefore every layer can constitute multiple frame construction again.Be connected with crossbeam with column through the connector of bottom building frame construction, the connector of intermediate layer building frame construction and the connector of top building frame construction; Not only can constitute multistory building; And make the bottom of building also have building frame construction; Connector through the bottom building frame construction is welded on pile tube and connects on the grounding frame, is fixed together through casting cement concrete and underground pile tube again, improves 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.
The connector of tiltedly going up supported joint, top building frame construction through back timber and top layer is connected, and forms the pitched roof framework.The outermost end that top layer is tiltedly gone up supported joint tiltedly goes up the supported joint under the supported joint less than top layer to the horizontal range at the connector body center of building frame construction supporting traverse horizontal plane is to the minimum horizontal distance to the connector body center of building frame construction; When crossbeam is installed, can tiltedly go up supported joint and interfere with top layer.Through the top layer plug connector, the cooperation of back timber hanging part easily increases back timber between the connector of the adjacent building frame construction of pitched roof, satisfies the needs of installing.Through the top layer hanging part, the cooperation of back timber hanging part, it is more convenient between the connector of the adjacent building frame construction of pitched roof, to increase back timber.
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.
Through 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.
Through on the connector of building frame construction, being provided with the tie-beam connection-peg, cooperate with the connector of tie-beam, eaves building frame construction or eaves plug connector, side bar, constitute frameworks such as eaves, balcony, simple in structure, firm, easy for installation, laborsaving.Connector body at building frame construction is provided with linking arm, on the linking arm end, is provided with the side bar supported joint, constitute frame constructions such as eaves, balcony more simply, more firm, install more convenient, more laborsaving.Be provided with the edge column connection-peg on the connector of eaves building frame construction or on the eaves plug connector or on the linking arm, can constituting the balcony of band guardrail very easily.
This crossbeam is the connector of the building frame construction 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.
The same side at the connector body of building frame construction is provided with plural horizontal support joint and/or plural column connection-peg, 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 the connector of casting building frame construction 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 the screw that the connector with crossbeam and building frame construction holds 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 through threaded fastener, and easy for installation, reliable, the position and the verticality of adjustment 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 will be plugged on that the connector of together column and building frame construction is fixing also to be made things convenient for.On tubular protuberance, be provided with elastic tongue, connection-peg can not rock when inserting corresponding beam or post each other, inserts Liang Shike and no longer need fix through alternate manners such as welding or securing members.On the sidewall of tubular protuberance, be provided with screwed hole or sealing weld groove, 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 through lock-screw.Through 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 the connector and the column of building frame construction so on the one hand; Because welding has been a fixation, and the support force of support post or crossbeam need not born in the welding position, therefore can not cause the concentrated phenomenon of frame construction node stress on the other hand yet.
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.
Through scolder is welded in the sealing weld through hole supported joint and crossbeam are fixed together; Make the firm and reliable connection of the connector and the crossbeam of building frame construction so on the one hand; On the other hand because welding has been a fixation; The support force of support post or crossbeam need not born in the welding position, the phenomenon that therefore yet can not cause frame construction node stress to concentrate.
The adjustment instrument is inserted the adjustment hole, with regard to the position of the connector of scalable beam or the relative building frame construction of post, easy to adjust, laborsaving.
The lateral surface that is not provided with supported joint at the connector of building frame construction 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 accomplish on the crossbeam that is connected, oblique back timber 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 through the support of post, indoorly can not separated by post, indoor usage space is big, and utilization rate and aesthetic property improve greatly.Connector ways of connecting with respect to welding manner or the building frame construction through non-grafting; The weight transfer of the plate that supports on beam and the beam etc. bears for the beam hanging part; The beam hanging part passes to crossbeam with power again, since 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 need not bear the gravity of plate on beam and the beam etc., thereby improve installation effectiveness and function of seismic resistance, application life, the safety in utilization of building frame construction greatly.
Adopt plug connector, can accomplish easily, apace and be connected the connection between post and the post, the connection between the Liang Yuzhu, the connection between the guardrail of balcony, stair, barricade etc. between beam and the beam.With respect to the frame construction that need could realize that is connected between existing beam and the beam through 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
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As shown in Figure 1; The connector of building frame construction; Connector for the bottom building frame construction; 1, one need of connector body that comprise integrated building frame construction directly support the crossbeam parallel with horizontal plane, are connected fixing horizontal support joint 3, horizontal support joint 4 with the end of crossbeam with 2, two fixing of upper pillar stand connection-pegs of the post end grafting of vertical level direction.
Above the connector body 1 of building frame construction, 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-shaped protuberance both sides, horizontal Tile 6, U-shaped protuberance 7.The distance of U-shaped protuberance 6, U-shaped protuberance 7 opposite faces is processed to the H shape steel of T shape with the end or the vertical component effect of i shaped steel cooperates.。On the base plane of the U-lag between U-shaped protuberance 6, the U-shaped protuberance 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 the connector body 1 of building frame construction.Both sides at the connector body of building frame construction are provided with supported 15, 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 connector of building frame construction is by the moulding of sand mold die cast.
As shown in Figure 2; Different with embodiment 1 is that 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 each other vertically become the T font.
As shown in Figure 3; The connector of building frame construction; Connector for the bottom building frame construction; 23, one need of connector body that comprise integrated building frame construction 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, are connected horizontal support joint 25, horizontal support joint 26, horizontal support joint 32, the horizontal support joint 33 fixed with the end of crossbeam.The bottom surface of the connector body 20 of building frame construction 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 connector of building frame construction; The connector of building frame construction is the connector of top building frame construction; 30, one need of connector body that comprise integrated building frame construction vertically, directly support the crossbeam parallel with horizontal plane each other, are connected horizontal support joint 32, the horizontal support joint of fixing 33 with the end of crossbeam with 31, two fixing of lower pillar stand connection-pegs of the post end grafting of vertical level direction.
Below the connector body 30 of building frame construction, be provided with by column directly support by upright supports horizontal plane 29.Lower pillar stand connection-peg 31 is from be convexly equipped with by upright supports horizontal plane 29 straight down.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 include the side protuberance 36 that is convexly equipped with from the side along continuous straight runs of the connector body 30 of building frame construction; Extend again outwards bending vertically upward from the end face of side protuberance 36 and be provided with spacing protuberance 37 two symmetries, that level is arranged side by side, spacing protuberance 38; Be provided with the reinforcing rib 39 that links to each other with the connector body 30 of building frame construction in the bottom surface of side protuberance 36; On the base plane of the groove that spacing protuberance 37, spacing protuberance 38 and side protuberance 36 form, be provided with round platform 40; 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 the connector position of building frame construction.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 connector of building frame construction 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 connector of building frame construction is by the lost foam casting moulding.
As shown in Figure 5; Different with embodiment 4 is that 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 each other vertically become the T font.The connector of building frame construction 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; Different with embodiment 4 is; 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 each other, across.On the connector of building frame construction, be not provided with the side shield locating slot.
As shown in Figure 7; The connector of building frame construction; The connector body 64 that comprises integrated building frame construction; Be convexly equipped with straight down from the bottom of the connector body 64 of building frame construction need to peg graft fixing with the post end of vertical level direction lower pillar stand connection-peg 65 and a top from the connector body 64 of building frame construction be convexly equipped with straight up 66, two of upper pillar stand connection-pegs vertical each other, directly the support crossbeam parallel with horizontal plane, be connected horizontal support joint 67, the horizontal support joint of fixing 68 with the end of crossbeam.
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 is faced about its center position level with lower pillar stand connection-peg 65 and is claimed.
As shown in Figure 8; Different with embodiment 7 is that 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 each other vertically become the T font.
As shown in Figure 9; Different with embodiment 7 is; 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 each other, across.
Shown in figure 10; Different with embodiment 8 is, the connector of building frame construction also comprises reinforced joint 80, reinforced joint 81, reinforced joint 82, the reinforced joint 85 of the connector that is arranged on the building frame construction 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 from two parallel protuberances 83, the protuberance 84 of the oblique protrusion of connector body of building frame construction, and protuberance 83, protuberance 84 formation ends are processed to the storage tank that the vertical component effect side direction of the beam of T font is inserted.
Shown in figure 11; The connector of building frame construction is the connector of top building frame construction, comprises 90, one lower pillar stand connection-pegs 91 of connector body of integrated building frame construction; 92, one top layers of a horizontal support joint are tiltedly gone up supported joint 93.The structure of lower pillar stand connection-peg 91, horizontal support joint 92 is identical with embodiment 4.
Shown in figure 12, different with embodiment 11 is, 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.
Shown in figure 13, different with embodiment 11 is, top layer tiltedly on supported joint 110 under also be provided with horizontal support joint 111; The outermost end 112 that top layer is tiltedly gone up supported joint 110 tiltedly goes up the minimum horizontal distance of the supporting traverse horizontal plane 114 of the horizontal support joint 111 under the supported joint 110 to connector body 113 centers of building frame construction to the horizontal range at connector body 113 centers of building frame construction less than top layer.
Shown in figure 14; Different with embodiment 13 is that 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 that top layer is tiltedly gone up supported joint 117.
Shown in figure 15; The connector of building frame construction is the connector of top building frame construction; The connector body 120 that comprises integrated building frame construction; 122, two centrosymmetric top layers of the connector about the top building frame construction of 121, one horizontal support joints of a lower pillar stand connection-peg tiltedly descend connection-peg 123, top layer tiltedly to descend connection-peg 124.The structure of lower pillar stand connection-peg 121, horizontal support joint 122 is identical with embodiment 4.
On the connector body of building frame construction, be provided with two back timber end faces of keeping out the back timber end face symmetrical, of the connector center about the top building frame construction down and keep out face 125.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.
Shown in figure 16, different with embodiment 15 is, 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.
Shown in figure 17; The connector of building frame construction is the connector of top building frame construction, comprises 130, one lower pillar stand connection-pegs 131 of connector body of integrated building frame construction; 132, one top layers of a horizontal support joint tiltedly descend supported joint 133.Be provided with the protuberance 134 under oblique in a side of the connector body 130 of building frame construction.Top layer tiltedly descends the end face of supported joint 133 vertical lugs 134 to be convexly equipped with downwards.
Lower pillar stand connection-peg 131, horizontal support joint 132 are identical with embodiment 7.Top layer tiltedly descends the structure of supported joint 133 identical with the structure of horizontal support joint 132.
Shown in figure 18; Different with embodiment 17 is that 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 that top layer tiltedly descends supported joint 137.
Shown in figure 19; Different with embodiment 5 is; Deviate from the connector body 140 of building frame construction 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 the connector body 140 of building frame construction in tank support portion 143 and to be provided with blocking part 144, side shield locating slot 145 is the medial surface of the connector body that is communicated with building frame construction and the groove of lateral surface.
Shown in figure 20; Different with embodiment 4 is; Deviate from the connector body 145 of building frame construction on two adjacent lateral surfaces 148 of horizontal support joint 146 and convex with independently tank support portion 150; Deviate from the connector body 145 of building frame construction 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 the connector body 145 of building frame construction; Extend on away from a side direction of the connector body 145 of building frame construction in tank support portion 151 and to be provided with blocking part 153, side shield locating slot 154 is the medial surface of the connector body that is communicated with building frame construction and the groove of lateral surface.
Shown in figure 21; Different with embodiment 4 is; Deviate from the connector body 155 of building frame construction 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 the connector body 155 of building frame construction in tank support portion 160 and to be provided with blocking part 161, blocking part 162; On tank support portion 160, be provided with water through hole 163 down, side shield locating slot 164 is the medial surface of the connector body of connection building frame construction and the groove of lateral surface.
Shown in figure 22; Different with embodiment 8 is; The connector of building frame construction is the connector of top building frame construction; Deviate from the lateral surface of horizontal support joint 166 convexing with tank support portion 167 at the connector body 165 of building frame construction, extend in tank support portion 167 and be provided with blocking part 168 away from a side direction of the connector body 165 of building frame construction.
Shown in figure 23; Different with embodiment 7 is; The connector of building frame construction is the connector of top building frame construction; Deviate from the connector body 170 of building frame construction 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 the connector body 170 of building frame construction away from a side direction of the connector body 170 of building frame construction.
Shown in figure 24; Different with embodiment 7 is; The connector of building frame construction is the connector of top building frame construction; Deviate from the connector body 180 of building frame construction 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 the connector body 180 of building frame construction 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.
Shown in figure 25; Different with embodiment 19 is; Deviate from the lateral surface of horizontal support joint 191 convexing with tank support portion 192 at the connector body 190 of building frame construction, extend in tank support portion 192 and be provided with blocking part 193 away from a side direction of the connector body 140 of building frame construction.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.
Shown in figure 26; Different with embodiment 4 is; Deviate from the connector body 195 of building frame construction 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 the connector body 195 of building frame construction.Deviate from the connector body 195 of building frame construction 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 the connector body 195 of building frame construction.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.
Shown in figure 27; Different with embodiment 13 is; Deviate from top layer at the connector body 205 of building frame construction and convex with tank support portion 208 on the lateral surface 207 of supported joint 206 on tiltedly; 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 the connector body 205 of building frame construction.The structure of barricade column connection-peg 210 is identical with the structure of the upper pillar stand connection-peg of embodiment 7.
Shown in figure 28; Different with embodiment 14 is; Deviate from top layer at the connector body 211 of building frame construction and convex with tank support portion 213 on the lateral surface of supported joint 212 on tiltedly; 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 the connector body 211 of building frame construction.The structure of barricade column connection-peg 215 is identical with the structure of the upper pillar stand connection-peg of embodiment 7.
Embodiment 29
Shown in figure 29; Different with embodiment 4 is; Deviate from these 220 bodies of the connector of building frame construction 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 the connector body 220 of building frame construction; 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.
Embodiment 30
Shown in figure 28; Different with embodiment 5 is; Deviate from the connector body 227 of building frame construction 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 the connector body 227 of building frame construction; On blocking part 230, convex with barricade column connection-peg 231 straight up; 231 relative both sides convex with barricade horizontal support joint 232, the barricade horizontal support joint 233 of symmetry in the blocking part, barricade horizontal support joint 232 and the parallel of horizontal support joint 234 and parallel and towards identical towards identical, barricade horizontal support joint 233 and supported joint 235.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 on the connector that barricade is fixed on building frame construction, on the reinforcing rib 218 in the outside below the horizontal support joint 235, be provided with the through hole 219 on the connector that barricade is fixed on building frame construction.
Embodiment 31
Shown in figure 31; Different with embodiment 4 is; Deviate from the connector body 245 of building frame construction on two adjacent lateral surfaces of horizontal support joint 236, horizontal support joint 237 and convex with the tank support portion 238 that fuses; Extend upward away from the both sides of the connector body 245 of building frame construction 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 the connector body 245 of building frame construction convexes with protuberance 242 straight up, convexes with barricade horizontal support joint 243, barricade horizontal support joint 244 in protuberance 242 adjacent both sides, 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 on the connector that barricade is fixed on building frame construction.
Embodiment 32
Shown in figure 32, different with embodiment 8 is, the connector of building frame construction also comprises the tie-beam connection-peg 247 that the lateral surface level that never is provided with supported joint is convexly equipped with; The structure of tie-beam connection-peg 247 is identical with the structure of the column connection-peg of embodiment 1.
Embodiment 33
Shown in figure 33, as shown in Figure 3, the connector of building frame construction is a plug connector, comprises integrated plug connector body 248, three connection-peg 249, connection-peg 250, connection-pegs 251 that become T font protrusion plug connector body 248.The structure of connection-peg 249, connection-peg 250, the connection-peg 251 all connection-peg structure with embodiment 1 is identical.Two relative faces of U type protuberance of connection-peg 249, connection-peg 250, connection-peg 251 are vertical plane.This plug connector is used for connecting the crossbeam parallel with horizontal plane.
Embodiment 34
Shown in figure 34; The connector of building frame construction is a plug connector, comprises that integrated plug connector body 252, the square tubular column connection-peg 253, the along continuous straight runs that vertically are convexly equipped with plug connector body 252 are convexly equipped with beam connection-peg 254, beam connection-peg 255, beam connection-peg 256, the beam connection-peg 257 of plug connector body across.The structure of beam connection-peg 254, beam connection-peg 255, beam connection-peg 255, beam connection-peg 257 is identical with the structure of the connection-peg of embodiment 1.
On each face of square tubular column connection-peg beam connection-peg 253, be equipped with elastic tongue 258, elastic tongue 258 is connected on the square tube shape protuberance away from an end of plug connector body 252, and elastic tongue 83 is a free end towards an end of plug connector body 90.
Shown in figure 35, different with embodiment 14 is that the connector of building frame construction also comprises a tie-beam connection-peg 263; The connector body 264 of building frame construction deviate from top layer tiltedly on the oblique protuberance 266 that has on the lateral surface of supported joint 265.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.
Embodiment 36
Shown in figure 36, different with embodiment 13 is that the connector of building frame construction also comprises a tie-beam connection-peg 272; The connector body 273 of building frame construction deviate from top layer tiltedly on the oblique protuberance 275 that has on the lateral surface of supported joint 274, be convexly equipped with under the bottom surface 276 of tie-beam connection-peg 272 vertical lugs 275 is oblique.Tie-beam connection-peg structure and embodiment 35 are together.
Embodiment 37
Shown in figure 37, different with embodiment 4 is that the connector of building frame construction 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 the connector body 282 of building frame construction, 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 35 are together.
Embodiment 38
Shown in figure 38, different with embodiment 4 is that the connector of building frame construction 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 the connector body 286 of building frame construction, 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 35 are together.
Embodiment 39
Shown in figure 39, different with embodiment 5 is that the connector of building frame construction 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 the connector body 291 of building frame construction,, 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 35 are together.
Embodiment 40
Shown in figure 40, different with embodiment 7 is that the connector of building frame construction 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 the connector body 296 of building frame construction, 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 35 are together.
Embodiment 41
Shown in figure 41, different with embodiment 8 is that the connector of building frame construction 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 the connector body 301 of building frame construction, 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 35 are together.
Embodiment 42
Shown in figure 42, different with embodiment 7 is that the connector of building frame construction 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 the connector body 306 of building frame construction, 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 35 are together.
Embodiment 43
Shown in figure 43, different with embodiment 42 is that the angle that horizontal support joint 401, horizontal support joint 401 form is 135 °
Embodiment 44
Shown in figure 44; Different with embodiment 4 is; The angle position that the connector of building frame construction also comprises is 405 integrated with the connector body of building frame construction, deviate from two adjacent lateral surfaces of horizontal support joint 406, horizontal support joint 407 at the connector body 405 of building frame construction is provided with the oblique linking arm 408 that protrudes the connector body 405 of building frame construction 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.
Embodiment 45
Shown in figure 45; Different with embodiment 4 is; That the connector of building frame construction also comprises is 415 integrated with the connector body of building frame construction, deviate from the connector body 415 of building frame construction on the lateral surface of horizontal support joint 416 and be provided with the oblique linking arm 417 that protrudes the connector body 415 of building frame construction 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.
Embodiment 46
Shown in figure 46; Different with embodiment 5 is; That the connector of building frame construction also comprises is 425 integrated with the connector body of building frame construction, deviate from the connector body 425 of building frame construction on the lateral surface of horizontal support joint 426 and be provided with the oblique linking arm 427 that protrudes the connector body 425 of building frame construction 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.
Embodiment 47
Shown in figure 47; Different with embodiment 7 is; That the connector of building frame construction also comprises is 435 integrated with the connector body of building frame construction, deviate from the connector body 435 of building frame construction on the lateral surface of horizontal support joint 436 and be provided with the oblique linking arm 437 that protrudes the connector body of building frame construction 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.
Embodiment 48
Shown in figure 48; Different with embodiment 8 is; That the connector of building frame construction also comprises is 441 integrated with the connector body of building frame construction, deviate from the connector body 441 of building frame construction on the lateral surface of horizontal support joint 442 and be provided with the oblique linking arm 443 that protrudes the connector body of building frame construction 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.
Embodiment 49
Shown in figure 49; Different with embodiment 7 is; The angle position that the connector of building frame construction also comprises is 450 integrated with the connector body of building frame construction, deviate from two adjacent lateral surfaces of horizontal support joint 451, horizontal support joint 452 at the connector body 450 of building frame construction is provided with the oblique linking arm 453 that protrudes the connector body 450 of building frame construction 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.
Embodiment 50
Shown in figure 50; Different with embodiment 4 is; That the connector of building frame construction also comprises is 458 integrated with the connector body of building frame construction, deviate from the linking arm 460 that is provided with the connector body 458 of level protrusion building frame construction on the lateral surface of horizontal support joint 459 at the connector body 458 of building frame construction; Side near linking arm 460 ends is provided with side bar supported joint 461, and 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 protuberance up near linking arm 460.
Embodiment 51
Shown in Figure 51; Different with embodiment 5 is; That the connector of building frame construction also comprises is 463 integrated with the connector body of building frame construction, deviate from the linking arm 465 of the connector body 463 of level protrusion building frame construction on the lateral surface of horizontal support joint 464 at the connector body 463 of building frame construction; 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 protuberance up near linking arm.
Embodiment 52
Shown in Figure 52, different with embodiment 50 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 53
Shown in Figure 53, different with embodiment 51 is also to be provided with edge column connection-peg 475.Edge column connection-peg 475 structures are identical with embodiment 52.
Shown in Figure 54, the connector of building frame construction comprises the connector body 478 of integrated building frame construction, 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 from the protuberance of the connector body one side level protrusion of building frame construction; 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 the connector body 478 of building frame construction.Protuberance be convexly equipped with building frame construction connector body 478 direction be the beam vertical of overhead traveling crane guide rail.Spacing protuberance 484 is parallel with crossbeam.
Shown in Figure 55, different with embodiment 54 is, the connector of building frame construction comprises horizontal support joint 487, the horizontal support joint 488 that two symmetries are convexly equipped with from the connector body 486 relative both sides of building frame construction.
Shown in Figure 56; The connector of building frame construction comprises the connector body 530 of integrated building frame construction; 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 the connector body 530 of building frame construction, 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-shaped protuberance both sides, horizontal Tile 538, U-shaped protuberance 539.Gap between U-shaped protuberance 538, the U-shaped protuberance 539 forms the storage tank that cooperates with the connecting portion of H shaped steel or I-steel.Two faces of U-shaped protuberance 538, U-shaped protuberance 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-shaped protuberance 538, U-shaped protuberance 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 the connector body 530 of building frame construction, 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 the connector body 530 of building frame construction; 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 the connector body of building frame construction 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 connector of building frame construction is by the lost wax casting moulding.
Shown in Figure 57; Different with embodiment 8 is; Be not provided with at the connector of building frame construction 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.
Shown in Figure 58, different with embodiment 7 is, is not provided with at the connector of building frame construction on the lateral surface of connection body 620 of supported joint and is provided with the fixedly through hole 621 of wallboard, on the lateral surface of reinforcing rib 624, is provided with the fixedly through hole 625 of wallboard.
Shown in Figure 59, different with embodiment 13 is also to be provided with barricade column connection-peg 630.Convex with vertical protuberance 632 straight up from the connector body 631 of building frame construction; 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 from the top levels 633 of vertical protuberance 632 straight up.The structure of the upper pillar stand connection-peg among the structure of barricade column connection-peg 630 and the embodiment 7 is identical.
Shown in Figure 60, different with embodiment 14 is also to be provided with barricade column connection-peg 635.Convex with vertical protuberance 637 straight up from the connector body 636 of building frame construction; 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 from the top levels 638 of vertical protuberance 637 straight up.The structure of the upper pillar stand connection-peg among the structure of barricade column connection-peg 635 and the embodiment 7 is identical.
Shown in Figure 61, different with embodiment 11 is also to be provided with barricade column connection-peg 640.Convex with vertical protuberance 642 straight up from the connector body 641 of building frame construction; 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 from the top levels 643 of vertical protuberance 642 straight up.The structure of the upper pillar stand connection-peg among the structure of barricade column connection-peg 640 and the embodiment 7 is identical.
Shown in Figure 62, different with embodiment 12 is also to be provided with barricade column connection-peg 645.Convex with vertical protuberance 647 straight up from the connector body 646 of building frame construction; 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 from the top levels 648 of vertical protuberance 647 straight up.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 63, different with embodiment 37 is, it is 135 ° that horizontal support joint 650, horizontal support connect the angle that 651 capitiforms become.
Shown in Figure 64, different with embodiment 7 is that horizontal support joint 652 is one.
Shown in Figure 65, different with embodiment 15 is, has been distributed with top layer in the bilateral symmetry of the connector body of building frame construction and has tiltedly descended supported joint 653, top layer tiltedly to descend supported joint 654.Top layer tiltedly descends supported joint 653, top layer tiltedly to descend the structure of supported joint 654 identical with embodiment 1.
Shown in Figure 66, different with embodiment 16 is, has been distributed with top layer in the bilateral symmetry of the connector body of building frame construction and has tiltedly descended supported joint 655, top layer tiltedly to descend supported joint 656.Top layer tiltedly descends supported joint 655, top layer tiltedly to descend the structure of supported joint 656 identical with embodiment 1.
Shown in Figure 67, different with embodiment 27 is, 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.
Shown in Figure 68; Different with embodiment 28 is; 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.
Embodiment 69
Shown in Figure 69, different with embodiment 22 is, the horizontal support joint is two, is arranged on the opposing both sides of connector body 665 of building frame construction, i.e. horizontal support joint 666, horizontal support joint 667.
Shown in Figure 70; The connector of building frame construction comprises the connector body 685 of building frame construction; 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 the connector body 685 of building frame construction downwards of horizontal support joint 687, horizontal support joint of the connector body 685 of building frame construction.The structure of lower pillar stand connection-peg 686 is identical with the structure of the lower pillar stand connection-peg of embodiment 7.
Shown in Figure 71; The connector of building frame construction is the beam hanging part; Comprise the suspension part 691 that is supported on a bulk on the beam; From the bottom surface 696 of vertical hanging portion 691 to the connecting portion that extends below the bulk that is provided with 692, thereby be arranged on the side of the connecting portion 692 that deviates from suspension part 691, insert the beam connection-peg 693 that beam end and beam end are pegged graft.Beam connection-peg 693 comprise two symmetries that vertical extent is provided with from the side of the connecting portion that deviates from the suspension part, opening is towards U-shaped protuberance 694, the U-shaped protuberance 695 of the horizontal Tile of both sides.The distance of U-shaped protuberance 694, U-shaped protuberance 695 opposite faces is processed to the H shape steel of T shape with the end or the vertical component effect of i shaped steel cooperates.
Shown in Figure 72; The connector of building frame construction is a beam column plane plug connector; Beam column plane plug connector comprises beam column plane plug connector body 700; Vertically be convexly equipped with the post connection-peg 701 of beam column plane plug connector body 700 straight up; Vertically be convexly equipped with the post connection-peg 702 of beam column plane plug connector body 700 straight down, plug connector body 700 two opposing side along continuous straight runs are convexly equipped with beam connection-peg 703, the beam connection-peg 704 of beam column plane plug connector body 700 from the beam column plane.The structure of the connection-peg in post connection-peg 701, beam connection-peg 703, post connection-peg 702, beam connection-peg 704 across, its structure and embodiment 1 is identical.
Embodiment 73
Shown in Figure 73; A kind of plug connector of building frame construction comprises that integrated plug connector body 710, the post connection-peg 711, the along continuous straight runs that vertically upwards are convexly equipped with the plug connector body are convexly equipped with beam connection-peg 712, beam connection-peg 713, the beam connection-peg 714 that the plug connector body becomes the T font.The structure of post connection-peg 711, beam connection-peg 712, beam connection-peg 713, beam connection-peg 714 is identical with the structure of the connection-peg of embodiment 1.
Claims (3)
1. the connector of building frame construction; It is characterized in that: comprise integrated connector body, be convexly equipped with the connection-peg of connector body; Connection-peg comprises two U-shaped protuberances side by side symmetry, that opening is opposing that are convexly equipped with the connector body, and the distance of two spacing protuberance opposite faces is processed to the H shape steel of T shape with the end or the vertical component effect of i shaped steel cooperates.
2. connector as claimed in claim 1 is characterized in that: on the base plane of the U-lag of U-shaped protuberance, be equipped with round platform, between round platform, be connected with reinforcing rib, in each round platform, be provided with tapped through hole.
3. according to claim 1 or claim 2 the connector of building frame construction; It is characterized in that: also comprise the horizontal support joint of along continuous straight runs protrusion connector body, described plug head 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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110115763 CN102330472B (en) | 2011-05-05 | 2011-05-05 | Connecting element for building framework structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110115763 CN102330472B (en) | 2011-05-05 | 2011-05-05 | Connecting element for building framework structures |
Publications (2)
| Publication Number | Publication Date |
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| CN102330472A true CN102330472A (en) | 2012-01-25 |
| CN102330472B CN102330472B (en) | 2013-09-11 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201110115763 Expired - Fee Related CN102330472B (en) | 2011-05-05 | 2011-05-05 | Connecting element for building framework structures |
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| Country | Link |
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| CN (1) | CN102330472B (en) |
Cited By (3)
| 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 |
| CN107386677A (en) * | 2017-07-13 | 2017-11-24 | 上海二十冶建设有限公司 | Steel construction multi-section general assemble formula bracing means and its application method |
| CN113684926A (en) * | 2021-09-08 | 2021-11-23 | 南通职业大学 | Construction process of dry-type fully-assembled industrialized concrete primary and secondary beam joints |
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| CN2436578Y (en) * | 2000-06-16 | 2001-06-27 | 王关根 | Universal joint device for steel structure building |
| CN101748795A (en) * | 2008-12-15 | 2010-06-23 | 徐涛 | Butt connecting component for light steel structured housing construction |
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| US4250679A (en) * | 1979-08-03 | 1981-02-17 | Burg Robert J | Frame structure having reinforced joints |
| WO1997040725A1 (en) * | 1996-04-29 | 1997-11-06 | Children's Factory, Inc. | Pipe connector assembly with internal locking mechanism and panel |
| CN1161397A (en) * | 1997-01-17 | 1997-10-08 | 叶棪森 | Light wt. buildings made of steel and plastic, and method for making same |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| WO2012149905A1 (en) * | 2011-05-05 | 2012-11-08 | Yang Dongzuo | Beam hanger, building framework structure and installation method thereof |
| CN107386677A (en) * | 2017-07-13 | 2017-11-24 | 上海二十冶建设有限公司 | Steel construction multi-section general assemble formula bracing means and its application method |
| CN107386677B (en) * | 2017-07-13 | 2020-04-28 | 上海二十冶建设有限公司 | Steel structure multi-section general assembly type reinforcing device and use method thereof |
| CN113684926A (en) * | 2021-09-08 | 2021-11-23 | 南通职业大学 | Construction process of dry-type fully-assembled industrialized concrete primary and secondary beam joints |
| CN113684926B (en) * | 2021-09-08 | 2022-07-12 | 南通职业大学 | Construction process of dry-type fully-assembled industrialized concrete primary and secondary beam joints |
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| Publication number | Publication date |
|---|---|
| CN102330472B (en) | 2013-09-11 |
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