CN102261130A - Hanging and connecting piece of building framework structure and building framework structure - Google Patents
Hanging and connecting piece of building framework structure and building framework structure Download PDFInfo
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- CN102261130A CN102261130A CN2011101153369A CN201110115336A CN102261130A CN 102261130 A CN102261130 A CN 102261130A CN 2011101153369 A CN2011101153369 A CN 2011101153369A CN 201110115336 A CN201110115336 A CN 201110115336A CN 102261130 A CN102261130 A CN 102261130A
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Abstract
The invention relates to a hanging and connecting piece of a building framework structure, comprising a beam plug-in connector, a hanging part and a connecting part which are integrally formed, wherein the beam plug-in connector comprises two symmetrical U-shaped blocks which are extended from the end surface being vertical to the connecting part and arranged side by side, wherein openings of the U-shaped blocks face two sides; two opposite surfaces of the two U-shaped blocks and the side surfaces being vertical to the two opposite surfaces are the side blocking surfaces, wherein the upper, the lower, the front and the back parts of the side blocking surfaces are blocked by beams; the beam side blocking surface blocked by the beam is further arranged on the hanging and connecting piece and the beam side blocking surface is positioned below the first supported surface; the building framework structure comprises more than two beam hanging and connecting pieces, the beams with two ends fixed with the beam plug-in connectors of the beam hanging and connecting pieces or beam support connectors and the beams enabling the hanging parts of the beam hanging and connecting pieces to be directly supported and hung on the beams. The hanging and the connecting piece has the advantages of being very convenient and fast to complete the connection of the beams, and the beam plug-in connector comprises the two U-shaped blocks arranged side by side, thereby well supporting H-shaped steel with the end part which is processed into the shape of T and saving material.
Description
Technical field
The present invention relates to a kind of hanging part for building and building frame construction, particularly relate to a kind of hanging part 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), shortcoming below the existence: the one, its column is irritated earlier and is built up, and irritates on column and builds cement floor, and the annexation of cement floor and column is mainly leaned on the column and the reinforcing bar on the cement floor, column and cement floor are owing to be to irritate at twice to build to form, building cycle is long, and labour intensity is big, pollutes big, noise is big, and the building material waste is big; Two is bearing relation that two relations between the cement solids have only the mechanics load, cannot set up real incorporate internal relations, its poor stability, and function of seismic resistance is poor, application life is short; The 3rd, need to use constructional materialss such as cement, timber, destroy ecological; The 4th, during housing demolition, building material can't be reused, and causes the wasting of resources, produces a large amount of building wastes and is difficult to handle; The 4th, because the deadweight of traditional cement works (high buildings and large mansions) frame construction is very heavy, the mechanics load of ground is very big, and is abnormally dangerous a little less than whole building becomes and is highly brittle in case the spot jolts rolling, is unfavorable for very much antidetonation.At existing cement brick mix, the above-mentioned deficiency of the building construction of steel concrete, existing existing steel structure building.
Existing steel building and construction method thereof, though relatively cement brick mix, 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 by welding etc. by securing members such as bolts, stressed poor, connection 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 fragile, this can reduce the safety of existing building frame construction, reduction of service life greatly.This is the technical barrier of the maximum of existing traditional architecture steel structure frame existence.The 2nd, the connecting link that on-the-spot bolt etc. is fastenedly connected or welds is many, and this can improve installation difficulty, reduces installation effectiveness, causes the human cost and the time cost height of site operation.The 3rd, the connected mode that connects or weld owing to the employing bolton between traditional architecture steel structure frame beam and column or beam and the beam, the design that must be connected to connection end separately, processing, when beam or post will use standard sections, it connects the end and just must design in addition and process, when not using standard sections, beam or post then do not need special the manufacturing, dual mode all can't be realized standardized production in enormous quantities, the cost height, also occur beam or column dimension mismachining tolerance easily and produce the connection error, made original just fragile link position be difficult to well bear the transmission of building weight loading and load forces.
Deficiency at existing steel building framework, prior art mainly has following several 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, spandrel girder and load-bearing pillar are pegged graft, load-bearing pillar and cap are pegged graft, connect with bolt between load-bearing pillar, the cap trip is arranged at the load-bearing pillar top, top center has last lower prop connecting bolt, there is screw in load-bearing pillar bottom centre, post is connected with connector with intercolumniation, the dovetail of spandrel girder and the dovetail groove on the cap are pegged graft, the draw-in groove and the capital cap dovetail of cap bottom are pegged graft, and cap top is that dovetail groove and spandrel girder dovetail are pegged graft.Be different from traditional scene pouring, accessory is made in batch production, and assembled on site is assembled the house that becomes all styles of arbitrarily at the scene with the member of various sizes, and is also reusable after pulling down, and reduces building waste.Realize the standardization of main components, add rubber pad between each parts of generalization building unit, seismic wave is played cushioning effect, strengthen anti-seismic performance.It is detachable that building unit is installed the back, reusable, reduce a large amount of building wastes, and easy construction, alleviate constructor's labour intensity, solved existing engineering construction surrounding environment is polluted the problem big, that noise is high, the cycle is long, the workmanship acceptance rate is low.But the load-bearing pillar of this technical scheme is not to adopt existing I-steel, H shape steel, square steel pipe, Modular building section bars such as round steel pipe, have the complicated suspension column and the non-standard component of column cap but adopt, this load-bearing pillar needs one-shot forming to make specially, on the one hand because load-bearing pillar reaches several meters, the one-shot forming load-bearing pillar, die cost and cost of manufacture are quite high, on the other hand, because the height of floor, the stressed size of load-bearing pillar constantly changes, to the high load-bearing pillar that needs different mould molding different lengths in different buildings, the load-bearing pillar that different buildings is needed moulding different size size, further increase die cost, also have, load-bearing pillar is so big, it is very difficult, somewhat unrealistic wanting one-shot forming to make.Semi girder and column cap adopt dovetail groove and dovetail to cooperate, if semi girder adopts the I-steel, H shape steel, square steel pipe, round steel pipe, channel-section steel of standard etc., because its cross section is not solid, so is processed into dovetail, it is stressed poor.
Application number is in 99109701.7 the patent of invention, a kind of building component for steel structure building is disclosed, the steel pipe column that comprises fluid concrete, girder steel support and U font girder steel, the girder steel support is configured to around propping up of steel pipe column welding by at least one, each support is by the last lower holding board that be arranged in parallel, at least one pair of junction plate that radially is vertically set between the lower holding board is formed, last lower holding board has an arc surface, the extension that body part and move towards along every pair of junction plate extends, form at least two pairs of junction plates on the girder steel support, each is fixed together to the corresponding extension of junction plate and upper holding board and lower holding board and an end of U font girder steel.Because the girder steel support of this technical scheme is configured to around propping up of steel pipe column welding by at least one, the weld that the gravity of beam, post, floor etc. all is delivered on the connected node at last by steel pipe and support bears, can cause like this stress concentrations between beam and column or beam and beam connected node and make connected node stressed poor, connect fragile, this can reduce the safety of building frame construction, reduction of service life greatly.
Application number is in 200810229754.9 the patent of invention, discloses a kind of light section steel structure building construction and has connected interfacing part, comprises nose combination, recessed end combination, goes up square tube, square tube, beam, 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 beam, 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 beam combination and by the locking of lateral pin locking member by bolt, nuts and washers.Because present technique connects square tube and beam needs to finish by the acting in conjunction of nose combination, recessed end combination, wedge plate, lateral pin, bolt, nut, fixing link is many, particularly the lateral pin and the bolt that are delivered to again at last on the connected node of the gravity of beam, post, floor etc. bears, can cause like this stress concentrations between beam and column or beam and beam connected node and make connected node stressed poor, connect fragile, this can reduce the safety of building frame construction greatly, reduction of service life, install also inconvenient.
Application number is in 00218061.8 the utility model patent, a kind of steel building universal nodes device is disclosed, form by steel corbel, steel column, girder steel, steel corbel comprises node junction plate, web, gusset plate, the node junction plate of steel corbel adopts flute profile shaped steel and web and gusset plate to fix as one, and the node apparatus structure is consistent.This structure gusset plate on the one hand needs cooperate with the profile of steel column, owing to the accuracy of manufacture of steel column is poor, cooperates badly, can influence stressedly, and when steel column was cylindrical tube, its fiting effect was more undesirable; Node junction plate, web, gusset plate are that separate piece is fixed together on the other hand, not one-body molded, it is stressed poor, particularly the gravity load of beam, post, floor etc. the weld and the securing member that are delivered to connected node at last again bears, can cause like this stress concentrations between beam and column or beam and beam connected node and make connected node stressed poor, connect fragile, this can reduce the safety of building frame construction greatly, and shock resistance is poor, reduction of service life.
Immediate prior art is 97101724.7 patent of invention, this patent disclosure a kind of steel mould light building and construction method thereof, it is the light steel injection moulding building of thin-walled, by annotating the common be combined into of high-pressure foam plastic shaping in thin-walled lightweight steel construction and the member hollow lumen, it is mainly by the post member, on, following column joint, two single-beam buckets, column base, member of storied building beam, window top (platform) beam, mould panel, floor pavilion grid, tension rod, the injection moulding floor, the beam column card, the montant member, post beam card, ground frame diagonal brace, substrate plate, elastic layer, ground, the array lime pile, earth anchors etc. are interconnected to constitute.Though in this technical scheme, the post member has supporting role to following column joint, following column joint has supporting role to the beam bucket, Liang Dou has supporting role to last column joint, last column joint coupled columns member has supporting role, Liang Dou has supporting role to beam, and weld and securing member that the gravity load of beam, post, floor etc. can not be delivered to connected node at last bear; But the post member in this technical scheme need could be realized by the last column joint that links together, following column joint, beam bucket with being connected of beam, shortcoming is: the one, and the combination of a plurality of parts could realize being connected of post member and beam, poor rigidity, rigging error is big, the 2nd, between following column joint and the post member, down between column joint and beam bucket, between the last column joint of Liang Douyu, going up all need be by pressing bolt or welding and fix certainly between column joint and post member, operation is many, during installation fee, fixing link is many can to cause the verticality of post member and the adjusting difficulty of installation site thereof; Finish a plurality of part poor rigidity of joint pin member and beam in this technical scheme, it is poorer to combine rigidity, is unfavorable for bearing and transmitting of heavy load; The 3rd, the gravity of beam, post, floor etc. all is delivered at last and is born by the horizontal part that is supported on down the beam bucket on the column joint on the connected node, can cause like this stress concentrations between beam and column or beam and beam connected node and make connected node stressed poor, connect fragile, this can reduce the safety of building frame construction, reduction of service life greatly.
The frame construction of existing house steel work, connection between the Liang Yuliang, a kind of is that support by 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 by 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 of the gravity of beam and beam upper support 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 present invention is, provide a kind of and do not need the support of column, also just not needing to weld etc. can be easily, apace Jiang Liang and beam links together and stress can concentrations Yu Liang and the connected node of beam between the hanging part of link position.
Second technical problem that will solve of the present invention be, provide a kind of and do not need the support of column, also just not needing to weld etc. can be easily, apace Jiang Liang link together with beam and stress can concentrations Yu Liang and the connected node of beam between, the beam and the hanging part that are installed together can not need earlier beam to be fixed with hanging part when being hanging on other beam again, beam also can not separate with hanging part and beam and hanging part are the building frame construction of the flexible connection of adjustment relative position easily.
The hanging part of building frame construction comprises integrated beam connection-peg, is suspended on the connecting portion of suspension part, tie-beam connection-peg and suspension part on the beam; The suspension part comprises first supported that directly is supported on the beam; The beam connection-peg comprise two extend from the end faces of vertical connecting portion the symmetry that is provided with, opening is towards the U-shaped piece side by side of both sides; Two two relative faces of U type piece are kept out face with the side vertical with two relative faces for the side of being kept out by front and back about the beam; Also be provided with the beam side of being kept out by beam and keep out face on hanging part, the beam side face of keeping out is positioned at first supported below.
As improvement, on the base plane of the U-lag of U-shaped piece, be equipped with round platform, between round platform, be connected with reinforcing rib, in each round platform, be provided with tapped through hole.
As first kind of common improvement of scheme one and scheme two, the beam connection-peg is one, and the suspension part is one, and connecting portion is one; Connecting portion extends vertically downward from the bottom surface of suspension part and forms, and the beam connection-peg is arranged on the side of the connecting portion that deviates from the suspension part; The bottom surface of suspension part is for directly being supported on first supported on the beam; Connecting portion is provided with the side of suspension part and keeps out face for the beam side of being kept out by beam, and the beam side is kept out face and become 90 ° of angles with first supported.
As first kind of common improvement of scheme one and scheme two, the beam connection-peg is made of one first beam connection-peg and one second beam connection-peg of symmetry; Connecting portion is made of one first connecting portion and one second connecting portion of symmetry; The suspension part is one; First connecting portion and second connecting portion extend vertically downward from the bottom surface of suspension part and form, and the first beam connection-peg is arranged on the side of first connecting portion that deviates from the suspension part, and the second beam connection-peg is arranged on the side of second connecting portion that deviates from the suspension part; The bottom surface of suspension part is for directly being supported on first supported on the beam; First connecting portion is provided with the side of suspension part and keeps out face for the first beam side of being kept out by beam, and second connecting portion is provided with the side of suspension part and keeps out face for the second beam side of being kept out by beam; The first beam side is kept out face and is become 90 ° of angles with first supported, and the second beam side is kept out face and become 90 ° of angles with second supported; The first beam side is kept out face, first supported, the second beam side face of keeping out and is formed downward opening U-shaped groove.
As scheme one and scheme two first kind common the improvement, hanging part also comprise with the vertical direction of handrail support the perpendicular connection-peg of going up of grafting; The suspension part is one, is provided with three vertical U-lags in the bottom surface of suspension part; Connecting portion is one, and vertically the oblique bending down in side forms outside of suspension part; The beam connection-peg is one, be arranged on the end face that connecting portion deviates from the suspension part and oblique down; Go up the end face that perpendicular connection-peg is arranged on the suspension part.
As scheme one and scheme two first kind common the improvement, hanging part also comprises with the support column of the vertical direction of handrail is pegged graft goes up perpendicular connection-peg; The suspension part is one, is provided with three vertical U-lags in the bottom surface of suspension part; Connecting portion is one, bends obliquely along the end face of suspension part to form; The beam connection-peg is one, is arranged on the end face that connecting portion deviates from the suspension part and obliquely; Go up the end face that perpendicular connection-peg is arranged on the suspension part.
As first kind of common improvement of scheme one and scheme two, connecting portion becomes inverted V-shaped, and the suspension part is arranged on the angle position of connecting portion and places the below of connecting portion, is provided with downward opening three vertical grooves on the suspension part; The beam connection-peg is two, and promptly the first beam connection-peg and the second beam connection-peg are convexly equipped with under the end face of vertical connecting portion is oblique; The bottom surface of groove is first supported; Face is kept out for the beam side in two sides of groove.
Building frame construction comprises plural hanging part; Hanging part comprises the connecting portion of integrated beam connection-peg, suspension part and beam connection-peg and suspension part, the beam connection-peg comprise two extend from the end faces of vertical connecting portion the symmetry that is provided with, opening is towards the U-shaped piece side by side of both sides; Comprise that also two ends all are processed into the suspension part of the H section steel beam of T font, hanging part and directly support and hang beam on it, all peg graft at the two ends of H section steel beam and to be fixed with described beam plug connector, the suspension part of hanging part is suspended on, and the vertical component effect of the T font end of H section steel beam is contained in the gap of two U type pieces.
As improvement, hanging part comprises the 4th hanging part, the 5th hanging part, the 6th hanging part, the 7th hanging part; Beam comprises not at same horizontal plane and not upper beam on same vertical plane and underbeam;
The 4th hanging part also comprises the post connection-peg that vertically upwards is convexly equipped with from the 4th hanging part body; The suspension part is one, and the beam side face of keeping out is the vertical plane on the suspension part; Connecting portion is one, bends obliquely along the end face of suspension part to form; The beam connection-peg is one, is arranged on the end face that connecting portion deviates from the suspension part and obliquely; The post connection-peg is arranged on the end face of suspension part;
The 5th hanging part also comprises the post connection-peg that vertically upwards is convexly equipped with from the 5th hanging part body; The suspension part is one, and the beam side face of keeping out is the vertical plane on the suspension part; Connecting portion is one, and vertically the oblique bending down in side forms outside of suspension part; The beam connection-peg is one, be arranged on the end face that connecting portion deviates from the suspension part and oblique down; The post connection-peg is arranged on the end face of suspension part;
The 7th hanging part and the 4th hanging part are about the vertical plane symmetry of its center; The structure of the 6th hanging part and the 5th hanging part are about the vertical plane symmetry of its center;
The fixing H section steel beam of beam connection-peg grafting that also comprises two ends and the 4th hanging part and the 5th hanging part; The H section steel beam that two ends and the 6th hanging part and the 7th hanging part are pegged graft and fixed; The 4th hanging part is suspended on the underbeam, and the 5th hanging part is suspended on the upper beam; The 7th hanging part is suspended on the underbeam, and the 6th hanging part is suspended on the upper beam;
The 4th hanging part and the 5th beam hang 7 fittings on first balustrade is installed on the vertical joint head, on the vertical joint head second balustrade is being installed on the 6th hanging part and the 7th hanging part.
As another improvement, beam is a back timber, and hanging part comprises top layer hanging part and top hanging part; The top layer hanging part comprises that two top layers that become inverted v-shapeds tiltedly descend connection-peg or the oblique lower support joint of top layer, suspension part and are connected the connecting portion that top layer tiltedly descends connection-peg or oblique lower support joint of top layer and suspension part; Connecting portion becomes inverted V-shaped, and the suspension part is arranged on the angle position of connecting portion and places the below of connecting portion, is provided with the holding part of the ccontaining beam that is mated on the suspension part; Be convexly equipped with under the end face that two top layers tiltedly descend connection-peg or the vertical connecting portion of the oblique lower support joint of top layer is oblique; The top hanging part comprises a suspension part, and the end face along the suspension part upwards outwards bends the connecting portion that forms; One is arranged on the end face that connecting portion deviates from the suspension part and the top layer that is convexly equipped with is obliquely tiltedly gone up connection-peg or the oblique upper support joint of top layer, is provided with the holding part of the ccontaining beam that is mated in the bottom of suspension part; Two connection-pegs of top layer hanging part are pegged graft fixing with the back timber end of two symmetries respectively, the top layer of top hanging part tiltedly on connection-peg or the oblique upper support joint of the top layer top layer relative with the top layer hanging part tiltedly descend on connection-peg or the oblique lower support joint of top layer to be fixedly connected with described back timber, the top hanging part is suspended on that its holding part cooperates with this beam on the beam, and the top hanging part is suspended on that its holding part cooperates with this beam on the beam.
The beneficial effect of the relative prior art of the present invention is:
Because hanging part and beam socket connection, when being hanging on the beam again, beam that is installed together and hanging part can not need earlier beam and hanging part to be fixed, beam can not separate also with hanging part yet, hanging part is hanging on the corresponding beam gets final product, just can finish the connection between the Liang Yuliang easily, apace, and beam and hanging part are the flexible connection of adjusting relative position easily, so the position adjustment of beam and hanging part is also convenient.
The beam connection-peg comprises two U type pieces side by side, and the H shaped steel that the end is processed to the T font has support well, saves material, also be convenient to securing members such as screw with beam connection-peg and beam fixedly the time securing member can be contained in the U-shaped groove.On base plane, be equipped with round platform at the U-lag of U-shaped piece, between round platform, be connected with reinforcing rib, in each round platform, be provided with tapped through hole, make the good rigidly of U type piece, can reduce the wall thickness of U type piece, fixing more reliable when securing members such as while screw are fixed on the screwed hole.
With respect to the frame construction that need could realize that is connected between existing beam and the beam by the support of post, indoorly can not separated by post, indoor usage space is big, and utilization rate and aesthetic property improve greatly.With respect to welding manner or the connector ways of connecting by non-grafting, the weight transfer of the plate of beam and beam upper support etc. is born to hanging part, hanging part passes to beam with power again, because the beam connection-peg or the direct brace summer of the one-body molded hanging part of beam connection-peg, suspension part and connecting portion of hanging part, the direct hanging part of beam, 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.The connected mode of this programme will be built weight loading, evenly and reasonably between Liang Heliang, transmit, make securing member or weld not need to bear the gravity of plate on beam and the beam etc., thereby improve the installation effectiveness of building frame construction and function of seismic resistance, application life, safety in utilization greatly.
Particularly, more existing relatively construction steel structure frameworks, in order to realize the connection between beam and the beam, the also design that need be connected to connection end separately, processing, when beam or post will use standard sections, it connects the end and just must design in addition and process, when not using standard sections, beam or post then do not need special the manufacturing, dual mode all can't be realized standardized production in enormous quantities, also occur beam or column dimension mismachining tolerance easily and produce the connection error, make original just fragile link position be difficult to well bear the transmission of the power of building weight loading and load, and the hanging part 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.The hanging part fitting 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 hanging part, 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.
By the 4th hanging part, the 5th hanging part, the 6th hanging part, the 7th hanging part, just the beam that supports stair can be installed on the beam of house main frame structure, make the room stair that build a house become very simple, by last vertical joint head, make and build balustrade and become very simple, and the installation between beam, hanging part and the beam is very convenient, the installation effectiveness height, stressed good, safety is good.
Grafting successively by back timber hanging part, back timber, top layer hanging part, back timber, top layer hanging part, just can be together and be articulated on the beam on roof with the beam connection of two inclinations, satisfy the roof requirement less to the required distance between back timber and the back timber, installation between beam, hanging part and the beam is very convenient, the installation effectiveness height.Use the top layer hanging part, install more conveniently, connect more firm.
Description of drawings
Fig. 1 is the schematic perspective view of the embodiment of the invention 1.
Fig. 2 is the schematic perspective view of the embodiment of the invention 2.
Fig. 3 is the schematic perspective view of the embodiment of the invention 3.
Fig. 4 is the schematic perspective view of the embodiment of the invention 4.
Fig. 5 is the schematic perspective view of the embodiment of the invention 5.
Fig. 6 is the schematic perspective view of the embodiment of the invention 6.
Fig. 7 is the schematic perspective view of the embodiment of the invention 7.
Fig. 8 is the schematic perspective view of the embodiment of the invention 8.
Fig. 9 is the schematic perspective view of the beam column connector of the embodiment of the invention 8.
Figure 10 is the schematic perspective view of the embodiment of the invention 9.
Figure 11 is the schematic perspective view of the embodiment of the invention 10.
Embodiment 1
As shown in Figure 1, a kind of hanging part, be cast member, comprise the suspension part 1 that is supported on a bulk on the beam, extend the connecting portions 2 of the bulk that is provided with downwards from the bottom surface 6 of vertical hanging portion 1, thereby be arranged on the side of the connecting portion 2 that deviates from suspension part 1, insert the beam connection-peg 3 that beam end and beam end are pegged graft.Beam connection-peg 3 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 piece 4, the U-shaped piece 5 of the horizontal Tile of both sides, the bottom surface 6 of suspension part is for directly being supported on first supported on the beam; Link to each other with bottom surface 6 on the connecting portion and face is kept out for the beam side of being kept out by beam in vertical side 7, the beam side face of keeping out is positioned at first supported below.U-shaped piece 4, U-shaped piece 5 two relative faces are kept out face with the side vertical with two relative faces for the side of being kept out by front and back about the beam.Embodiment 2
As shown in Figure 2, as different from Example 1, on the base plane of the U-lag of U-shaped piece 10, U-shaped piece 11, be equipped with round platform 12, between round platform 12, be connected with reinforcing rib 13, in each round platform, be provided with tapped through hole 14.
Being provided with the vertical beam side on connecting portion 15 keeps out face 16 and keeps out the tapped through hole 17 that face 16 is communicated with the beam side.
As shown in Figure 3, a kind of hanging part, comprise the suspension part that is supported on the beam, extend one first connecting portion and one second connecting portion that is provided with symmetry vertically downward from the bottom surface 21 of suspension part, thereby be arranged on the side 22 of first connecting portion that deviates from the suspension part, insert one the first beam connection-peg that beam end and beam end are pegged graft, thereby be arranged on the side 23 of second connecting portion that deviates from the suspension part, insert one the second beam connection-peg that another beam end and beam end are pegged graft.
The first beam connection-peg comprise two from the side two symmetries being provided with of 22 vertical extent, opening is towards U-shaped piece 24, the U-shaped piece 25 of the horizontal Tile of both sides.On the base plane 26 of the U-lag of U-shaped piece 24, be provided with round platform 27, between round platform 27, be connected with reinforcing rib 28, in each round platform 27, be provided with first tapped through hole 29.The bottom surface 21 of suspension part is for directly being supported on first supported on the beam; First connecting portion is provided with the side 37 of suspension part and keeps out face for the first beam side of being kept out by beam, and second connecting portion is provided with the side 38 of suspension part and keeps out face for the second beam side of being kept out by beam; The first beam side is kept out face and is become 90 ° of angles with first supported, and the second beam side is kept out face and become 90 ° of angles with second supported; The first beam side is kept out face, first supported, the second beam side face of keeping out and is formed downward opening U-shaped groove.U-shaped piece 24, U-shaped piece 25 two relative faces are kept out face with the side vertical with two relative faces for the side of being kept out by front and back about the beam.
On first connecting portion connects, be provided with the tapped through hole 35 that the vertical first beam side is kept out face and is communicated with the first beam side face of keeping out, on second connecting portion, be provided with the tapped through hole 36 that the vertical second beam side is kept out face and is communicated with the second beam side face of keeping out.
Show that as Fig. 6 hanging part is the top hanging part, the top hanging part comprise 56, one of suspension parts along the suspension part 56 the end face outside connecting portion 57 that forms of bending upwards; The top layer that a vertical connecting portion 57 end face obliquely is convexly equipped with is tiltedly gone up connection-peg 58, and 56 bottom is provided with three vertical U-lags 59 in the suspension part.The structure that top layer is tiltedly gone up connection-peg 58 is identical with the structure of the beam connection-peg of embodiment 2.
As shown in Figure 5, hanging part is the top layer hanging part, and top layer articulates and comprises that two become the top layer of the symmetrical configuration of inverted v-shaped tiltedly to descend connection-peg 67, top layer tiltedly to descend connection-peg 68, suspension part 69 and be connected top layer tiltedly to descend connection-peg 67, top layer tiltedly to descend the connecting portion 70 of connection-peg 68 and suspension part 69; 70 one-tenth inverted V-shapeds of connecting portion, suspension part 69 are arranged on the angle position of connecting portion 70 and place the below of connecting portion 70, are provided with the groove 71 that opening cooperates with back timber on suspension part 69 down; Top layer tiltedly descends connection-peg 67, top layer tiltedly to descend the oblique lower surface of connection-peg 68 vertical connecting portions 70 to be convexly equipped with.Top layer tiltedly descends connection-peg 67, top layer tiltedly to descend the structure of connection-peg 68 identical with the structure of the beam connection-peg of embodiment 2.
As shown in Figure 6, a kind of hanging part, comprise a suspension part 80 that is supported on the beam, 80 side bends a connecting portion 81 that forms downwards again to a side vertical extent from the suspension part, thereby be arranged on connecting portion 81 end face down, insert the beam connection-peg 82 that beam end and beam end are pegged graft, be arranged on the end face of suspension part 80 the perpendicular connection-peg 83 of going up of the ladder tubular of pegging graft with the support column of the vertical direction of handrail.The structure of beam connection-peg 82 is identical with the structure of the beam connection-peg of embodiment 2.
Be provided with an orthogonal U-shaped groove of downward opening three faces in the bottom of suspension part, the bottom surface 84 of U-shaped groove is for directly being supported on first supported on the beam; Face is kept out for the first beam side of being kept out by beam in the side 85 of U-shaped groove, and face is kept out for second beam of being kept out by beam in the side 86 of U-shaped groove.
As shown in Figure 7, a kind of hanging part, comprise a suspension part 90 that is supported on the beam, 90 end face vertical extent upwards bends a connecting portion 91 that forms again from the suspension part, thereby be arranged on connecting portion 91 end face down, insert the beam connection-peg 92 that beam end and beam end are pegged graft, be arranged on the end face of suspension part 90 the perpendicular connection-peg 93 of going up of the ladder tubular of pegging graft with the support column of the vertical direction of handrail.The structure of beam connection-peg 92 is identical with the structure of the beam connection-peg of embodiment 2.
Be provided with an orthogonal U-shaped groove of downward opening three faces in the bottom of suspension part, the bottom surface 94 of U-shaped groove is for directly being supported on first supported on the beam; Face is kept out for the first beam side of being kept out by beam in the side 95 of U-shaped groove, and face is kept out for second beam of being kept out by beam in the side 96 of U-shaped groove.
Embodiment 8
As shown in Figure 8, a kind of building frame construction, the column 125 that comprises four diagonal positions that are distributed in rectangle, column 126, column 127, column 128, the beam column connector 129 that lower pillar stand connection-peg and column are pegged graft and fixed, beam column connector 130, beam column connector 131, beam column connector 132, with beam column connector 129, the beam 120 of the horizontal connection-peg support fixation that beam column connector 130 is relative, with beam column connector 130, the beam 133 of the horizontal connection-peg support fixation that beam column connector 131 is relative, with beam column connector 131, the beam 121 of the horizontal connection-peg support fixation that beam column connector 132 is relative is with beam column connector 132, the beam 134 of the horizontal connection-peg support fixation that beam column connector 129 is relative.The beam and column that is connected with the beam column connector is H shaped steel.
First hanging part 122, second hanging part 123 that also comprise symmetrical configuration, two ends all with the beam connection-peg of first hanging part 122, the second hanging part 123 fixing beam 124 of pegging graft.First hanging part 141, second hanging part 142 that also comprise symmetrical configuration, two ends all with the beam connection-peg of first hanging part 141, the second hanging part 142 fixing beam 143 of pegging graft.First hanging part 144, second hanging part 145 that also comprise symmetrical configuration, two ends all with the beam connection-peg of first hanging part 144, the second hanging part 145 fixing beam 146 of pegging graft.
Beam 124, beam 143, beam 146 are i shaped steel.First hanging part 122, first hanging part 141, first hanging part 144 are suspended on first beam 120 successively, and second hanging part 123, second hanging part 142, second hanging part 145 are suspended on second beam 121.
The structure of first hanging part 122, first hanging part 141, first hanging part 144 is identical with embodiment 4.
As shown in Figure 9, the beam column connector comprises beam column connector body 135, level is convexly equipped with beam column connector body 135 orthogonal horizontal connection-pegs 136, horizontal connection-peg 137, be convexly equipped with the lower pillar stand connection-peg 138 of beam column connector body 135 straight down, be convexly equipped with the upper pillar stand connection-peg 139 of beam column connector body 135 straight up.
As shown in Figure 8, the mounting method of hanging part and beam may further comprise the steps:
Earlier the beam connection-peg of first hanging part 122 is inserted an end of beam 124, the first beam connection-peg is kept out by before and after beam is 124 about, the first beam connection-peg and beam 124 activity grafting;
The second beam connection-peg is inserted the other end of beam 124, the second beam connection-peg is kept out by before and after beam is 124 about, the second beam connection-peg and beam 124 activity grafting again;
Then first hanging part 122 is suspended on first beam 120, second hanging part 123 is suspended on second beam 121; After regulating the relative position of the beam 124 and first hanging part 122, second hanging part 123, at last first hanging part 122 and first beam 120 are fixed by the lock screw (not shown), second hanging part 123 and second beam 121 is fixing by lock screw 140.
The peg graft installation of the beam 146 that fixing beam 143, two ends all fix with the beam connection-peg grafting of first hanging part 144, second hanging part 145 of the beam connection-peg of the two ends and first hanging part 141, second hanging part 142 is the same.
Embodiment 9
As shown in figure 10, building frame construction comprises and is fixed on the main body frame not beam 206 on same horizontal plane and same vertical plane, beam 207 the 4th hanging part 200, the 5th hanging part 202, the 6th hanging part 203, the 7th hanging part 201; , beam 207 is positioned at the top of beam 206.
The structure of the 5th hanging part 202 is identical with embodiment 8.The structure of the 4th hanging part 200 is identical with embodiment 9.
The 7th hanging part 201 and the 4th hanging part 200 are about the vertical plane symmetry of its center.The structure of the 6th hanging part 203 and the 5th hanging part 202 are about the vertical plane symmetry of its center.
The fixing beam 208 of beam connection-peg grafting that also comprises two ends and the 4th hanging part 200 and the 5th hanging part 202; The beam 209 that two ends and the 6th hanging part 203 and the 7th hanging part 201 are pegged graft and fixed.The 4th hanging part 200, the 7th hanging part 201 are suspended on the crossbeam 206, and the 5th hanging part 202, the 6th hanging part 203 are suspended on the crossbeam 207; On the vertical joint head first balustrade 204 is being installed on the 4th hanging part 200 and the 5th hanging part 202, on the vertical joint head second balustrade 205 is being installed on the 6th hanging part 203 and the 7th hanging part 201.
The mounting method of beam, hanging part, stair comprises
At first with the two ends of beam 208 and movable the pegging graft of beam connection-peg of the 4th hanging part 200 and the 5th hanging part 202; Two ends and the 6th hanging part 203 and the 7th hanging part 201 movable pegging graft with beam 209;
Again the 4th hanging part 200, the 7th hanging part 201 are suspended on needing the position and passing through screw of crossbeam 206, the 5th hanging part 202, the 6th hanging part 203 are suspended on needing the position and passing through screw with crossbeam 207 of crossbeam 207 with crossbeam 206;
Adjust the relative position of beam 208 and the 4th hanging part 200 and the 5th hanging part 202 then and pass through screw; Adjust the relative position of beam 209 and the 6th hanging part 203 and the 7th hanging part 201 and pass through screw;
Last first balustrade 204 of installing on vertical joint head on the 4th hanging part 200 and the 5th hanging part 202 is installed second balustrade 205 on vertical joint head on the 6th hanging part 203 and the 7th hanging part 201.
As shown in figure 11, a kind of building frame construction comprises the beam 290, beam 291, the beam 292 that are parallel to each other, the top hanging part 293 identical with embodiment 4 structures, the top layer hanging part 295 identical with embodiment 5 structures is with the top hanging part 296 of top hanging part 293 about the vertical plane symmetry of center.
The top layer that also comprises an end and top hanging part 293 is tiltedly gone up the back timber 294 that connection-peg is pegged graft and fixed, it is fixing that the top layer of the other end of back timber 294 and top layer hanging part 295 tiltedly descends connection-peg to peg graft, one end and top layer hanging part 295 top layer tiltedly descend the connection-peg fixing back timber 297 of pegging graft, back timber 297 other ends and top hanging part 296 top layer tiltedly go up the connection-peg grafting and fix.Beam 291 is higher than beam 290 and beam 292.
Claims (10)
1. the hanging part of building frame construction is characterized in that: comprise integrated beam connection-peg, be suspended on the connecting portion of suspension part, tie-beam connection-peg and suspension part on the beam; The suspension part comprises first supported that directly is supported on the beam; The beam connection-peg comprise two extend from the end faces of vertical connecting portion the symmetry that is provided with, opening is towards the U-shaped piece side by side of both sides; Two two relative faces of U type piece are kept out face with the side vertical with two relative faces for the side of being kept out by front and back about the beam; Also be provided with the beam side of being kept out by beam and keep out face on hanging part, the beam side face of keeping out is positioned at first supported below.
2. the hanging part of building frame construction as claimed in claim 1 is characterized in that: be equipped with round platform on the base plane of the U-lag of U-shaped piece, be connected with reinforcing rib between round platform, be provided with tapped through hole in each round platform.
3. the hanging part of building frame construction as claimed in claim 1 or 2, it is characterized in that: the beam connection-peg is one, and the suspension part is one, and connecting portion is one; Connecting portion extends vertically downward from the bottom surface of suspension part and forms, and the beam connection-peg is arranged on the side of the connecting portion that deviates from the suspension part; The bottom surface of suspension part is for directly being supported on first supported on the beam; Connecting portion is provided with the side of suspension part and keeps out face for the beam side of being kept out by beam, and the beam side is kept out face and become 90 ° of angles with first supported.
4. the hanging part of building frame construction as claimed in claim 1 or 2, it is characterized in that: the beam connection-peg is made of one first beam connection-peg and one second beam connection-peg of symmetry; Connecting portion is made of one first connecting portion and one second connecting portion of symmetry; The suspension part is one; First connecting portion and second connecting portion extend vertically downward from the bottom surface of suspension part and form, and the first beam connection-peg is arranged on the side of first connecting portion that deviates from the suspension part, and the second beam connection-peg is arranged on the side of second connecting portion that deviates from the suspension part; The bottom surface of suspension part is for directly being supported on first supported on the beam; First connecting portion is provided with the side of suspension part and keeps out face for the first beam side of being kept out by beam, and second connecting portion is provided with the side of suspension part and keeps out face for the second beam side of being kept out by beam; The first beam side is kept out face and is become 90 ° of angles with first supported, and the second beam side is kept out face and become 90 ° of angles with second supported; The first beam side is kept out face, first supported, the second beam side face of keeping out and is formed downward opening U-shaped groove.
5. the hanging part of building frame construction as claimed in claim 1 or 2 is characterized in that: hanging part also comprise with the vertical direction of handrail support the perpendicular connection-peg of going up of grafting; The suspension part is one, is provided with three vertical U-lags in the bottom surface of suspension part; Connecting portion is one, and vertically the oblique bending down in side forms outside of suspension part; The beam connection-peg is one, be arranged on the end face that connecting portion deviates from the suspension part and oblique down; Go up the end face that perpendicular connection-peg is arranged on the suspension part.
6. the hanging part of building frame construction as claimed in claim 1 or 2 is characterized in that: hanging part also comprises with the support column of the vertical direction of handrail is pegged graft goes up perpendicular connection-peg; The suspension part is one, is provided with three vertical U-lags in the bottom surface of suspension part; Connecting portion is one, bends obliquely along the end face of suspension part to form; The beam connection-peg is one, is arranged on the end face that connecting portion deviates from the suspension part and obliquely; Go up the end face that perpendicular connection-peg is arranged on the suspension part.
7. the hanging part of building frame construction as claimed in claim 1 or 2, it is characterized in that: connecting portion becomes inverted V-shaped, and the suspension part is arranged on the angle position of connecting portion and places the below of connecting portion, is provided with downward opening three vertical grooves on the suspension part; The beam connection-peg is two, and promptly the first beam connection-peg and the second beam connection-peg are convexly equipped with under the end face of vertical connecting portion is oblique; The bottom surface of groove is first supported; Face is kept out for the beam side in two sides of groove.
8. building frame construction is characterized in that: comprise plural hanging part; Hanging part comprises the connecting portion of integrated beam connection-peg, suspension part and beam connection-peg and suspension part, the beam connection-peg comprise two extend from the end faces of vertical connecting portion the symmetry that is provided with, opening is towards the U-shaped piece side by side of both sides; Comprise that also two ends all are processed into the suspension part of the H section steel beam of T font, hanging part and directly support and hang beam on it, all peg graft at the two ends of H section steel beam and to be fixed with described beam plug connector, the suspension part of hanging part is suspended on, and the vertical component effect of the T font end of H section steel beam is contained in the gap of two U type pieces.
9. building frame construction as claimed in claim 8 is characterized in that:
Hanging part comprises the 4th hanging part, the 5th hanging part, the 6th hanging part, the 7th hanging part; Beam comprises not at same horizontal plane and not upper beam on same vertical plane and underbeam;
The 4th hanging part also comprises the post connection-peg that vertically upwards is convexly equipped with from the 4th hanging part body; The suspension part is one, and the beam side face of keeping out is the vertical plane on the suspension part; Connecting portion is one, bends obliquely along the end face of suspension part to form; The beam connection-peg is one, is arranged on the end face that connecting portion deviates from the suspension part and obliquely; The post connection-peg is arranged on the end face of suspension part;
The 5th hanging part also comprises the post connection-peg that vertically upwards is convexly equipped with from the 5th hanging part body; The suspension part is one, and the beam side face of keeping out is the vertical plane on the suspension part; Connecting portion is one, and vertically the oblique bending down in side forms outside of suspension part; The beam connection-peg is one, be arranged on the end face that connecting portion deviates from the suspension part and oblique down; The post connection-peg is arranged on the end face of suspension part;
The 7th hanging part and the 4th hanging part are about the vertical plane symmetry of its center; The structure of the 6th hanging part and the 5th hanging part are about the vertical plane symmetry of its center;
The fixing H section steel beam of beam connection-peg grafting that also comprises two ends and the 4th hanging part and the 5th hanging part; The H section steel beam that two ends and the 6th hanging part and the 7th hanging part are pegged graft and fixed; The 4th hanging part is suspended on the underbeam, and the 5th hanging part is suspended on the upper beam; The 7th hanging part is suspended on the underbeam, and the 6th hanging part is suspended on the upper beam;
The 4th hanging part and the 5th beam hang 7 fittings on first balustrade is installed on the vertical joint head, on the vertical joint head second balustrade is being installed on the 6th hanging part and the 7th hanging part.
10. building frame construction as claimed in claim 8 is characterized in that: beam is a back timber, and hanging part comprises top layer hanging part and top hanging part; The top layer hanging part comprises that two top layers that become inverted v-shapeds tiltedly descend connection-peg or the oblique lower support joint of top layer, suspension part and are connected the connecting portion that top layer tiltedly descends connection-peg or oblique lower support joint of top layer and suspension part; Connecting portion becomes inverted V-shaped, and the suspension part is arranged on the angle position of connecting portion and places the below of connecting portion, is provided with the holding part of the ccontaining beam that is mated on the suspension part; Be convexly equipped with under the end face that two top layers tiltedly descend connection-peg or the vertical connecting portion of the oblique lower support joint of top layer is oblique; The top hanging part comprises a suspension part, and the end face along the suspension part upwards outwards bends the connecting portion that forms; One is arranged on the end face that connecting portion deviates from the suspension part and the top layer that is convexly equipped with is obliquely tiltedly gone up connection-peg or the oblique upper support joint of top layer, is provided with the holding part of the ccontaining beam that is mated in the bottom of suspension part; Two connection-pegs of top layer hanging part are pegged graft fixing with the back timber end of two symmetries respectively, the top layer of top hanging part tiltedly on connection-peg or the oblique upper support joint of the top layer top layer relative with the top layer hanging part tiltedly descend on connection-peg or the oblique lower support joint of top layer to be fixedly connected with described back timber, the top hanging part is suspended on that its holding part cooperates with this beam on the beam, and the top hanging part is suspended on that its holding part cooperates with this beam on the beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN 201110115336 CN102261130B (en) | 2011-05-05 | 2011-05-05 | Hanging and connecting piece of building framework structure and building framework structure |
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| Application Number | Priority Date | Filing Date | Title |
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| CN 201110115336 CN102261130B (en) | 2011-05-05 | 2011-05-05 | Hanging and connecting piece of building framework structure and building framework structure |
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| CN102261130A true CN102261130A (en) | 2011-11-30 |
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Cited By (7)
| 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 |
| CN103374988A (en) * | 2012-04-14 | 2013-10-30 | 孙善骏 | Floor structural unit assembly |
| 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 |
| CN103469930A (en) * | 2013-09-06 | 2013-12-25 | 李震 | Building wall frame structure |
| CN104234188A (en) * | 2014-09-24 | 2014-12-24 | 刘子叔 | Combined steel structure of prefabricated house |
| CN104405145A (en) * | 2014-12-12 | 2015-03-11 | 苏州鑫普利森门窗装饰有限公司 | Sunlight room and installation method thereof |
| 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 |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0067401A1 (en) * | 1981-06-12 | 1982-12-22 | Walter Wagner | Supporting frame for a building to be taken down |
| CN101058998A (en) * | 2006-04-21 | 2007-10-24 | 润弘精密工程事业股份有限公司 | Steel beam jointing structure for steel framed reinforced concrete structure |
| CN101100888A (en) * | 2007-06-06 | 2008-01-09 | 广州大学 | Steel frame beam node connecting structure for rectangular steel pipe column |
| CN101831959A (en) * | 2010-06-12 | 2010-09-15 | 哈尔滨工业大学 | Energy-dissipation beam column node of buckling-restrained bracing |
| CN101845854A (en) * | 2010-05-14 | 2010-09-29 | 北京工业大学 | Frame beam column fire-resistant node with catenary effect and construction method thereof |
-
2011
- 2011-05-05 CN CN 201110115336 patent/CN102261130B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0067401A1 (en) * | 1981-06-12 | 1982-12-22 | Walter Wagner | Supporting frame for a building to be taken down |
| CN101058998A (en) * | 2006-04-21 | 2007-10-24 | 润弘精密工程事业股份有限公司 | Steel beam jointing structure for steel framed reinforced concrete structure |
| CN101100888A (en) * | 2007-06-06 | 2008-01-09 | 广州大学 | Steel frame beam node connecting structure for rectangular steel pipe column |
| CN101845854A (en) * | 2010-05-14 | 2010-09-29 | 北京工业大学 | Frame beam column fire-resistant node with catenary effect and construction method thereof |
| CN101831959A (en) * | 2010-06-12 | 2010-09-15 | 哈尔滨工业大学 | Energy-dissipation beam column node of buckling-restrained bracing |
Cited By (8)
| 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 |
| CN103374988A (en) * | 2012-04-14 | 2013-10-30 | 孙善骏 | Floor structural unit assembly |
| 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 |
| CN103469930A (en) * | 2013-09-06 | 2013-12-25 | 李震 | Building wall frame structure |
| CN103469930B (en) * | 2013-09-06 | 2015-10-28 | 李震 | A kind of frame construction of construction wall |
| CN104234188A (en) * | 2014-09-24 | 2014-12-24 | 刘子叔 | Combined steel structure of prefabricated house |
| CN104405145A (en) * | 2014-12-12 | 2015-03-11 | 苏州鑫普利森门窗装饰有限公司 | Sunlight room and installation method thereof |
| 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 |
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| Publication number | Publication date |
|---|---|
| CN102261130B (en) | 2013-05-29 |
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