CN102251586A - Beam hanger, building framework structure and installation method - Google Patents
Beam hanger, building framework structure and installation method Download PDFInfo
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- CN102251586A CN102251586A CN2011101153142A CN201110115314A CN102251586A CN 102251586 A CN102251586 A CN 102251586A CN 2011101153142 A CN2011101153142 A CN 2011101153142A CN 201110115314 A CN201110115314 A CN 201110115314A CN 102251586 A CN102251586 A CN 102251586A
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Abstract
The invention discloses a beam hanger, a building framework structure and an installation method. The beam hanger comprises a beam inserting joint or a beam supporting joint, a hanging part and a connecting part formed integrally; the beam inserting joint comprises a square tube shaped convex part extended from the end face of the vertical connecting part; elastic convex tongues are arranged on the lateral surfaces of the square tube shaped convex part; one end, far from the connecting part, of the elastic convex tongue is connected to the square tube shaped convex part; and the other end, facing the connecting part, of the elastic convex tongue is a free end. The building framework structure comprises more than two beam hangers, a beam, two ends of which are fixed with the beam inserting joints or the beam supporting joints of the beam hangers, and a beam which is directly supported by the hanging parts of the beam hangers and hung thereon. The installation method comprises the following steps of: inserting the two ends of the beam into the beam hangers, movably connecting the beam and the beam hangers, hanging the beam hangers on the corresponding beam, adjusting the relative positions of the beams and the beam hangers, and fixing the beam hangers and the beams. The invention has the advantage that: connection of the beams can be finished conveniently and quickly.
Description
Technical field
The present invention relates to a kind of mounting method of beam hanging part, frame construction and frame construction for building, particularly relate to a kind of beam hanging part, beam frame construction and beam frame construction mounting method 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.
At the deficiency of existing steel building framework, prior art mainly has following several improvement again:
Application number is in the patent of invention of 03134271.X, discloses the method for designing of the dismountable beam column load-carrying members of a kind of environment-friendly type, and this invention relates to the support of a kind of scaffolding, particularly a kind of removable house.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 beam 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 beam hanging part that are installed together can not need when being hanging on other beam again that first Jiang Liang fixes with the beam hanging part, beam also can not separate with the beam hanging part and beam and beam hanging part for adjusting the building frame construction of the flexible connection of relative position easily.
The 3rd 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 beam hanging part that are installed together can not need when being hanging on other beam again that first Jiang Liang fixes with the beam hanging part, beam also can not separate with the beam hanging part and beam and beam hanging part are the mounting method of the building frame construction of the flexible connection of adjusting relative position easily.
The beam hanging part 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; Also be provided with the beam side of being kept out by beam and keep out face on the beam hanging part, the beam side face of keeping out is positioned at first supported below; The beam connection-peg comprises the square tube shape protuberance that extends from the end face of vertical connecting portion, is equipped with elastic tongue on the side of square tube shape protuberance, and elastic tongue is connected on the square tube shape protuberance away from an end of connecting portion, and elastic tongue is a free end towards an end of connecting portion.
As first kind of improvement, 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 second kind of improvement, 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.
Improve as the third, the beam 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 the 4th kind of improvement, the beam 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 the 5th kind of improvement, 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 beam hanging part; The beam hanging part comprises the connecting portion of integrated beam connection-peg, suspension part, tie-beam connection-peg and suspension part; The beam connection-peg comprises the square tube shape protuberance that extends from the end face of vertical connecting portion, is equipped with elastic tongue on the side of square tube shape protuberance, and elastic tongue is connected on the square tube shape protuberance away from an end of connecting portion, and elastic tongue is a free end towards an end of connecting portion; Comprise that also two ends all directly support and hang beam on it with the peg graft suspension part of fixing square tube shape girder steel, beam hanging part of the beam connection-peg of described beam hanging part, the beam connection-peg of beam hanging part inserts the inner chamber of square tube shape girder steel, and the suspension part of beam hanging part is supported on the beam.
The mounting method of building frame construction, building frame construction comprise plural beam hanging part; The beam hanging part comprises the connecting portion of integrated beam connection-peg, suspension part and beam connection-peg and suspension part; Comprise that also two ends all directly support and hang beam on it with the peg graft suspension part of fixing beam, beam hanging part of the beam connection-peg of described beam hanging part;
Mounting method may further comprise the steps:
The described beam hanging part of all being pegged graft in the two ends of beam earlier, beam flexibly connects with the beam hanging part, the beam hanging part is suspended on the beam of correspondence again, adjusts the relative position of beam and beam hanging part then, at last beam hanging part and beam is fixed.
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 beam hanging part can not need first Jiang Liang and beam hanging part to fix, beam can not separate also with the beam hanging part yet, the beam 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 beam hanging part are the flexible connection of adjusting relative position easily, so the position adjustment of beam and beam hanging part is also convenient.The beam connection-peg comprises the square tube shape protuberance that extends from the end face of vertical connecting portion, is equipped with elastic tongue on the side of square tube shape protuberance, beam connection-peg simple in structure, and good rigidly, the rectangular steel tube end that cooperates with the beam connection-peg does not need to process; Elastic tongue can be pushed up the beam and the beam hanging part of mutual grafting, when beam is the crossbeam parallel with horizontal plane, can no longer need to fix by mode Jiang Liang such as securing member or welding and beam hanging part, directly pegging graft gets final product, between beam and hanging part easy for installation, installation effectiveness is high.
With respect to the frame construction that need could realize that is connected between existing beam and the beam by the support of post, indoorly can not separated by post, indoor usage space is big, and utilization rate and aesthetic property improve greatly.With respect to welding manner or the connector ways of connecting by non-grafting, the weight transfer of the plate of beam and beam upper support etc. bears for the beam hanging part, the beam hanging part passes to beam with power again, because the beam connection-peg or the direct brace summer of the one-body molded beam hanging part of beam supported joint, suspension part and connecting portion of beam hanging part, the direct beam 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 beam 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 beam 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.
First supported becomes 90 ° of angles with the beam side face of keeping out, simple in structure.
The first beam hanging part and the second beam hanging part are simple in structure, by the first beam hanging part and the second beam hanging part, just a crossbeam and two perpendicular crossbeams can be linked together, installation between crossbeam, the beam hanging part is very convenient, the installation effectiveness height, stressed good, safety is good.The 3rd beam hanging part is simple in structure, by the first beam hanging part, the second beam hanging part, the 3rd beam hanging part, just beam more than two and the beam more than three can be linked together, save hanging part, installation between beam, beam hanging part and the beam is very convenient, the installation effectiveness height, stressed good, safety is good.
By the 4th beam hanging part, the 5th beam hanging part, the 6th beam hanging part, the 7th beam 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, beam hanging part and the beam is very convenient, the installation effectiveness height, stressed good, safety is good.
The beam side face of keeping out is two, with first supported formation U type groove that Open Side Down, makes the 6th beam hanging part, the 7th beam hanging part, beam hanging part, beam hanging part be articulated to more convenient on the beam, more reliable.
Grafting successively by back timber hanging part, back timber, back timber plug connector, back timber, back timber plug connector, 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, 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.
Earlier the beam connection-peg is inserted the end of beam, do not interfix and just the beam hanging part is suspended on mounting method on the corresponding beam, the beam connection-peg inserts the end of beam, the beam connection-peg is kept out front and back up and down by beam, do not need to pass through securing member, modes such as welding at first are fixed together beam hanging part and beam, beam and beam hanging part just link together, when the beam hanging part is hanging to beam, beam does not separate with the beam hanging part or links together, the position adjustments of hanging part on beam is very convenient, the beam hanging part is installed on the beam and still flexibly connects between the back rest and hanging part, the position adjustment of beam is also very convenient, re-use securing member or spot welding after the position adjustment is finished and carry out fixed-site, install simple, convenient, fast, the installation difficulty that has not had the traditional architecture steel structure frame.
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 plug connector of the embodiment of the invention 10.
Figure 12 is the schematic perspective view of the embodiment of the invention 11.
Figure 13 is the schematic perspective view of the top layer plug connector of the embodiment of the invention 11.
Figure 14 is the schematic perspective view of the embodiment of the invention 12.
As shown in Figure 1, a kind of beam 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 4 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 of the square tube shape that beam end and beam end peg graft.The bottom surface 4 of suspension part is for directly being supported on first supported on the beam; Link to each other with bottom surface 4 on the connecting portion and face is kept out for the beam side of being kept out by beam in vertical side 5, the beam side face of keeping out is positioned at first supported below.Be equipped with elastic tongue 6 on four sides of beam connection-peg 3, elastic tongue 6 is connected on the beam connection-peg 3 away from an end of connecting portion 2, and elastic tongue 6 is a free end towards an end of connecting portion 2.
As shown in Figure 2, a kind of beam hanging part, comprise the suspension part 10 that is supported on the beam, 10 bottom surface 11 is extended first connecting portion 12 of a bulk that is provided with symmetry and second connecting portion 13 of a bulk vertically downward from the suspension part, thereby be arranged on the side of first connecting portion 12 that deviates from suspension part 10, insert one the first beam connection-peg 14 that beam end and beam end are pegged graft, thereby be arranged on the side of second connecting portion 13 that deviates from suspension part 10, insert one the second beam connection-peg 15 that another beam end and beam end are pegged graft.The structure of the second beam connection-peg 15 is identical with the structure of the beam connection-peg of embodiment 1, and the first beam connection-peg 14 and the second beam connection-peg 15 are about the vertical plane symmetry of its center.
Be equipped with elastic tongue 16 on four sides of the first beam connection-peg 14, elastic tongue 16 is connected on the first beam connection-peg 14 away from an end of first connecting portion 12, and elastic tongue 54 is a free end towards an end of first connecting portion 12.
The bottom surface 11 of suspension part 10 is for directly being supported on first supported on the beam; First connecting portion is provided with the side 17 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 18 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.
In 12 connections of first connecting portion, be provided with the tapped through hole 19 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 13, be provided with the tapped through hole 20 that the vertical second beam side is kept out face and is communicated with the second beam side face of keeping out.
As shown in Figure 3, a kind of beam 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 1.
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 4, a kind of beam 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 1.
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.
As shown in Figure 5, a kind of beam hanging part, be cast member, comprise a suspension part 100 that is supported on the beam, 100 end face extends upwards the connecting portion 101 that outwards bending forms vertically upward again from the suspension part, thereby is provided with the beam connection-peg 102 that inserts the square tube shape that beam end and beam end peg graft on vertical connecting portion 101 end face up.The structure of beam connection-peg 102 is identical with the structure of the beam connection-peg of embodiment 1.
100 bottom is provided with an angle and becomes the L shaped breach of 90 ° fall in the suspension part, and breach deviates from the face 103 of suspension part end face for directly being supported on first supported on the beam; The face 104 of the vertical end face of breach is kept out face for the beam side of being kept out by beam.
As shown in Figure 6, as different from Example 5, be provided with three vertical U-shaped grooves 106 in the bottom of connecting portion 105.
Embodiment 7
As shown in Figure 7, the beam hanging part is the back timber hanging part, the first beam connection-peg 110 that the back timber hanging part comprises integrated symmetrical configuration and the second beam connection-peg 111, have the downward opening groove that cooperates with beam suspension part 112, is connected the connecting portion 113 of the first beam connection-peg 110, the second beam connection-peg 111 and suspension part.The structure of the first beam connection-peg 110 is identical with the structure of the beam connection-peg of embodiment 1.
113 one-tenth inverted V-shapeds of connecting portion.Suspension part 112 is arranged on the angle position of connecting portion 113 and places the below of connecting portion 113.The first beam connection-peg 110 is convexly equipped with two end faces down of the second beam connection-peg, 111 vertical connecting portions, the angle of the square tube shape protuberance of the first beam connection-peg 110 and the second beam connection-peg 111 greater than 90 ° less than 180 °.
The bottom surface 114 of groove is for directly being supported on first supported on the beam; Face is kept out for the beam side that becomes 90 ° of angles with first supported, kept out by beam in two sides 115,116 of groove, and the beam side face of keeping out is positioned at first supported below.
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 that beam column connector 130 relative horizontal support connection supports are fixed, with beam column connector 130, the beam 133 that beam column connector 131 relative horizontal support connection supports are fixed, with beam column connector 131, the beam 121 that beam column connector 132 relative horizontal support connection supports are fixed is with beam column connector 132, the beam 134 that beam column connector 129 relative horizontal support connection supports are fixed.The beam and column that is connected with the beam column connector is H shaped steel.
The first beam hanging part 122, the second beam hanging part 123 that also comprise symmetrical configuration, two ends all with the beam connection-peg of the first beam hanging part 122, the second beam hanging part 123 fixing beam 124 of pegging graft.The first beam hanging part 141, the second beam hanging part 142 that also comprise symmetrical configuration, two ends all with the beam connection-peg of the first beam hanging part 141, the second beam hanging part 142 fixing beam 143 of pegging graft.The first beam hanging part 144, the second beam hanging part 145 that also comprise symmetrical configuration, two ends all with the beam connection-peg of the first beam hanging part 144, the second beam hanging part 145 fixing beam 146 of pegging graft.
The structure of the first beam hanging part 122, the first beam hanging part 141, the first beam hanging part 144 is identical with embodiment 1.
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 support joints 136, horizontal support joint 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:
Elder generation is with the square cavities of square tube shape protuberance insertion beam 124 1 ends of the beam connection-peg of the first beam hanging part 122, and square tube shape protuberance is kept out by before and after beam is about in the of 124, elastic tongue tightens the end of square tube shape protuberance and beam 124;
The square cavities, square tube shape protuberance of again the square tube shape protuberance of the second beam connection-peg being inserted the other end of beam 124 by beam keep out before and after up and down, elastic tongue tightens the end of square tube shape protuberance and beam 124;
Then the first beam hanging part 122 is suspended on first beam 120, the second beam hanging part 123 is suspended on second beam 121; After regulating the relative position of the beam 124 and the first beam hanging part 122, the second beam hanging part 123, at last the first beam hanging part 122 and first beam 120 are fixed by the lock screw (not shown), the second beam 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 the first beam hanging part 144, the second beam hanging part 145 of the beam connection-peg of the two ends and the first beam hanging part 141, the second beam hanging part 142 is the same.
Embodiment 9
As shown in figure 10, a kind of building frame construction, as different from Example 8, the 3rd beam hanging part 160 and the 5th beam hanging part 168 that also comprise symmetrical configuration, the 4th beam hanging part 162, the 4th beam hanging part 164, the 4th beam hanging part 166, beam 161, beam 163, beam 165, beam 167.Beam 161, beam 163, beam 165, beam 167 are square steel pipe.
The structure of the 3rd beam hanging part 160 is identical with embodiment 1.The structure of the 4th beam hanging part 162, the 4th beam hanging part 164, the 4th beam hanging part 166 is identical with embodiment 2.
The beam connection-peg of the 3rd beam hanging part 160 and an end of beam 161 are pegged graft fixing, a beam connection-peg of the other end of beam 161 and the 4th beam hanging part 162 is pegged graft fixing, an another beam connection-peg of the 4th beam hanging part 162 and an end of beam 163 are pegged graft fixing, a beam connection-peg of the other end of beam 163 and the 4th beam hanging part 164 is pegged graft fixing, an another beam connection-peg of the 4th beam hanging part 164 and an end of beam 165 are pegged graft fixing, a beam connection-peg of the other end of beam 165 and the 4th beam hanging part 166 is pegged graft fixing, an another beam connection-peg of the 4th beam hanging part 166 and an end of beam 167 are pegged graft fixing, and the beam connection-peg of the other end of beam 1673 and the 5th beam hanging part 168 is pegged graft fixing.
The 3rd beam hanging part 160, the 4th beam hanging part 162, the 4th beam hanging part 164, the 4th beam hanging part 166 and the 5th beam hanging part 168 hang and are fixed on beam 134 respectively, on beam 124, beam 143, beam 146, the beam 133.
The mounting method of beam and beam hanging part is further comprising the steps of:
At first the beam connection-peg of the 3rd beam hanging part 160 and an end of beam 161 are pegged graft, a beam connection-peg of the other end of beam 161 and the 4th beam hanging part 162 is pegged graft, an another beam connection-peg of the 4th beam hanging part 162 and an end of beam 163 are pegged graft, a beam connection-peg of the other end of beam 163 and the 4th beam hanging part 164 is pegged graft, an another beam connection-peg of the 4th beam hanging part 164 and an end of beam 165 are pegged graft, a beam connection-peg of the other end of beam 165 and the 4th beam hanging part 166 is pegged graft, an another beam connection-peg of the 4th beam hanging part 166 and an end of beam 167 are pegged graft, and the beam connection-peg of the other end of beam 1673 and the 5th beam hanging part 168 is pegged graft;
Again the 3rd beam hanging part 160, the 4th beam hanging part 162, the 4th beam hanging part 164, the 4th beam hanging part 166 and the 5th beam hanging part 168 are hung and are fixed on beam 134 respectively, on beam 124, beam 143, beam 146, the beam 133;
Fix by lock screw after adjusting the relative position of beam 161 relative the 3rd beam hanging parts 160, the 4th beam hanging part 162; Fix by lock screw after adjusting the relative position of beam 163 relative the 4th beam hanging parts 162, the 4th beam hanging part 164; Fix by lock screw after adjusting the relative position of beam 165 relative the 4th beam hanging parts 164, the 4th beam hanging part 166; Fix by lock screw after adjusting the relative position of beam 167 relative the 4th beam hanging parts 166, the 5th beam hanging part 168.
As shown in figure 11, 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 beam hanging part 200, the 5th beam hanging part 202, the 6th beam hanging part 203, the 7th beam hanging part 201; , beam 207 is positioned at the top of beam 206.
The structure of the 5th beam hanging part 202 is identical with embodiment 3.The structure of the 4th beam hanging part 200 is identical with embodiment 9.
The 7th beam hanging part 201 and the 4th beam hanging part 200 are about the vertical plane symmetry of its center.The structure of the 6th beam hanging part 203 and the 5th beam 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 beam hanging part 200 and the 5th beam hanging part 202; The beam 209 that two ends and the 6th beam hanging part 203 and the 7th beam hanging part 201 are pegged graft and fixed.The 4th beam hanging part 200, the 7th beam hanging part 201 are suspended on the crossbeam 206, and the 5th beam hanging part 202, the 6th beam hanging part 203 are suspended on the crossbeam 207; On the vertical joint head first balustrade 204 is being installed on the 4th beam hanging part 200 and the 5th beam hanging part 202, on the vertical joint head second balustrade 205 is being installed on the 6th beam hanging part 203 and the 7th beam hanging part 201.
The mounting method of beam, 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 beam hanging part 200 and the 5th beam hanging part 202; Two ends and the 6th beam hanging part 203 and the 7th beam hanging part 201 movable pegging graft with beam 209;
Again the 4th beam hanging part 200, the 7th beam hanging part 201 are suspended on needing the position and passing through screw of crossbeam 206, the 5th beam hanging part 202, the 6th beam 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 beam hanging part 200 and the 5th beam hanging part 202 then and pass through screw; Adjust the relative position of beam 209 and the 6th beam hanging part 203 and the 7th beam hanging part 201 and pass through screw;
Last first balustrade 204 of installing on vertical joint head on the 4th beam hanging part 200 and the 5th beam hanging part 202 is installed second balustrade 205 on vertical joint head on the 6th beam hanging part 203 and the 7th beam hanging part 201.
As shown in figure 12, a kind of building frame construction, comprise the beam 260, beam 261, the beam 262 that are parallel to each other, the back timber hanging part 263 of symmetrical configuration, back timber hanging part 264, top layer plug connector 265, be connected the back timber 266 of 265 of back timber hanging part 263 and top layer plug connectors, be connected the back timber 267 of 265 of back timber hanging part 264 and top layer plug connectors.Beam 261 is higher than beam 260 and beam 262.
As shown in figure 13, top layer plug connector 265 comprises integrated connector body 268, the first back timber connection-peg 269 and the second back timber connection-peg 270.268 one-tenth inverted V-shapeds of connector body.It is the square tube shape protuberance of Q-RING that the first back timber connection-peg 269 includes a cross section that forms from the end face extension of vertical connecting portion body with the second back timber connection-peg 270.The angle of the square tube shape protuberance of the square tube shape protuberance of the first back timber connection-peg 269 and the second back timber connection-peg 270 greater than 90 ° less than 180 °.
The structure of back timber hanging part 264 and embodiment 5 are together.
The square tube shape protuberance of the first back timber connection-peg 269 inserts the square cavities of back timber 266 1 ends and peg graft in the end of back timber 266, and the square tube shape protuberance 272 of the beam connection-peg of back timber hanging part 263 inserts the square cavities of back timber 266 other ends and peg graft in the end of back timber 266; Peg graft in the square cavities of one end of the square tube shape protuberance insertion back timber 267 of the second back timber connection-peg 270 and the end of back timber 267, the square tube shape protuberance of the beam connection-peg of back timber hanging part 264 inserts the square cavities of back timber 267 other ends and peg graft in the end of back timber 267.Back timber hanging part 263 is suspended on the beam 260, and back timber hanging part 264 is suspended on the beam 262, and top layer plug connector 265 is supported on the beam 261.
As shown in figure 14, as different from Example 11, the structure of the back timber hanging part 282 of pegging graft with back timber 267 1 ends is identical with embodiment 6, and is identical with embodiment 7 with the structure of the top layer hanging part 281 of back timber 267 other ends grafting.One end of back timber 266 and top layer hanging part 281 are pegged graft fixing, and back timber 266 other ends and back timber hanging part 280 are pegged graft fixing.Back timber hanging part 280 and the vertical plane symmetry of back timber hanging part 282 about the center.Back timber hanging part 280 hangs and is fixed on the beam 260.Top layer hanging part 281 hangs and is fixed on the beam 261.Back timber hanging part 282 hangs and is fixed on the beam 262.
Claims (8)
1. beam hanging part 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; Also be provided with the beam side of being kept out by beam and keep out face on the beam hanging part, the beam side face of keeping out is positioned at first supported below; The beam connection-peg comprises the square tube shape protuberance that extends from the end face of vertical connecting portion, is equipped with elastic tongue on the side of square tube shape protuberance, and elastic tongue is connected on the square tube shape protuberance away from an end of connecting portion, and elastic tongue is a free end towards an end of connecting portion.
2. beam hanging part as claimed in claim 1 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.
3. beam hanging part as claimed in claim 1 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.
4. beam hanging part as claimed in claim 1 is characterized in that: the beam 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.
5. beam hanging part as claimed in claim 1 is characterized in that: the beam 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.
6. beam hanging part as claimed in claim 1, 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.
7. building frame construction is characterized in that: comprise plural beam hanging part; The beam hanging part comprises the connecting portion of integrated beam connection-peg, suspension part, tie-beam connection-peg and suspension part; The beam connection-peg comprises the square tube shape protuberance that extends from the end face of vertical connecting portion, is equipped with elastic tongue on the side of square tube shape protuberance, and elastic tongue is connected on the square tube shape protuberance away from an end of connecting portion, and elastic tongue is a free end towards an end of connecting portion; Comprise that also two ends all directly support and hang beam on it with the peg graft suspension part of fixing square tube shape girder steel, beam hanging part of the beam connection-peg of described beam hanging part, the beam connection-peg of beam hanging part inserts the inner chamber of square tube shape girder steel, and the suspension part of beam hanging part is supported on the beam.
8. the mounting method of building frame construction, it is characterized in that: building frame construction comprises plural beam hanging part; The beam hanging part comprises the connecting portion of integrated beam connection-peg, suspension part and beam connection-peg and suspension part; The beam connection-peg comprises the square tube shape protuberance that extends from the end face of vertical connecting portion, is equipped with elastic tongue on the side of square tube shape protuberance, and elastic tongue is connected on the square tube shape protuberance away from an end of connecting portion, and elastic tongue is a free end towards an end of connecting portion; Comprise that also two ends all directly support and hang beam on it with the peg graft suspension part of fixing beam, beam hanging part of the beam connection-peg of described beam hanging part;
Mounting method may further comprise the steps:
The described beam hanging part of all being pegged graft in the two ends of beam earlier, beam flexibly connects with the beam hanging part, the beam hanging part is suspended on the beam of correspondence again, adjusts the relative position of beam and beam hanging part then, at last beam hanging part and beam is fixed.
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| CN 201110115314 CN102251586B (en) | 2011-05-05 | 2011-05-05 | Beam hanger, building framework structure and installation method |
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| CN 201110115314 CN102251586B (en) | 2011-05-05 | 2011-05-05 | Beam hanger, building framework structure and installation method |
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Cited By (11)
| 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 |
| CN103866852A (en) * | 2014-03-20 | 2014-06-18 | 北京工业大学 | High-rise fabricated steel structure center support system of holding-on splicing |
| CN104234212A (en) * | 2014-09-19 | 2014-12-24 | 东南大学 | Socket and spigot type light steel frame connecting joint and construction method thereof |
| CN104988989A (en) * | 2015-07-20 | 2015-10-21 | 北京海东蓝涛洁净工程技术有限公司 | Movable building structure and making method thereof |
| CN106894675A (en) * | 2017-04-19 | 2017-06-27 | 浙江正特股份有限公司 | A kind of awning |
| CN109736429A (en) * | 2019-01-22 | 2019-05-10 | 深圳市库博建筑设计事务所有限公司 | A kind of anti-collapse structure of building aseismicity |
| CN109736433A (en) * | 2018-12-27 | 2019-05-10 | 浙江大经住工科技有限公司 | A kind of structural beams and frame-type beam column construction |
| CN109797937A (en) * | 2019-01-24 | 2019-05-24 | 温州泽荣建设工程有限公司 | Floor panel structure is built in a kind of room |
| CN109898652A (en) * | 2019-03-16 | 2019-06-18 | 浙江高盛钢结构有限公司 | Steel part connection structure and attaching method thereof |
| CN112554331A (en) * | 2020-12-11 | 2021-03-26 | 吴莉莹 | Modular-design high-rise building frame mounting structure |
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1164226A1 (en) * | 2000-01-25 | 2001-12-19 | Nippon Eisei Center Co.,Ltd. | Earthquake-proofing reinforcing metal fitting |
| CN2777093Y (en) * | 2005-03-04 | 2006-05-03 | 陈毛宁 | Combination type connection structure used for frame |
| CN101818521A (en) * | 2010-04-20 | 2010-09-01 | 东南大学 | Steel joint precast and assembled reinforced concrete frame structure |
| CN101886431A (en) * | 2010-07-12 | 2010-11-17 | 朱建华 | Connecting structure for nested composite sections |
-
2011
- 2011-05-05 CN CN 201110115314 patent/CN102251586B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1164226A1 (en) * | 2000-01-25 | 2001-12-19 | Nippon Eisei Center Co.,Ltd. | Earthquake-proofing reinforcing metal fitting |
| CN2777093Y (en) * | 2005-03-04 | 2006-05-03 | 陈毛宁 | Combination type connection structure used for frame |
| CN101818521A (en) * | 2010-04-20 | 2010-09-01 | 东南大学 | Steel joint precast and assembled reinforced concrete frame structure |
| CN101886431A (en) * | 2010-07-12 | 2010-11-17 | 朱建华 | Connecting structure for nested composite sections |
Cited By (16)
| 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 |
| CN103866852A (en) * | 2014-03-20 | 2014-06-18 | 北京工业大学 | High-rise fabricated steel structure center support system of holding-on splicing |
| CN103866852B (en) * | 2014-03-20 | 2016-06-22 | 北京工业大学 | A kind of how high-rise assembling type steel structure central supported system being engaged splicing |
| CN104234212A (en) * | 2014-09-19 | 2014-12-24 | 东南大学 | Socket and spigot type light steel frame connecting joint and construction method thereof |
| CN104988989A (en) * | 2015-07-20 | 2015-10-21 | 北京海东蓝涛洁净工程技术有限公司 | Movable building structure and making method thereof |
| CN104988989B (en) * | 2015-07-20 | 2017-04-26 | 北京海东蓝涛洁净工程技术有限公司 | Movable building structure and making method thereof |
| CN106894675A (en) * | 2017-04-19 | 2017-06-27 | 浙江正特股份有限公司 | A kind of awning |
| CN109736433A (en) * | 2018-12-27 | 2019-05-10 | 浙江大经住工科技有限公司 | A kind of structural beams and frame-type beam column construction |
| CN109736433B (en) * | 2018-12-27 | 2020-12-08 | 浙江大经住工科技有限公司 | Structure beam and frame type beam column structure |
| CN109736429A (en) * | 2019-01-22 | 2019-05-10 | 深圳市库博建筑设计事务所有限公司 | A kind of anti-collapse structure of building aseismicity |
| CN109736429B (en) * | 2019-01-22 | 2020-09-29 | 深圳市库博建筑设计事务所有限公司 | Anti-seismic and anti-collapse structure of building |
| CN109797937A (en) * | 2019-01-24 | 2019-05-24 | 温州泽荣建设工程有限公司 | Floor panel structure is built in a kind of room |
| CN109898652A (en) * | 2019-03-16 | 2019-06-18 | 浙江高盛钢结构有限公司 | Steel part connection structure and attaching method thereof |
| CN109898652B (en) * | 2019-03-16 | 2020-10-02 | 浙江高盛钢结构有限公司 | Steel part connecting structure and connecting method thereof |
| CN112554331A (en) * | 2020-12-11 | 2021-03-26 | 吴莉莹 | Modular-design high-rise building frame mounting structure |
| CN112726832A (en) * | 2021-02-25 | 2021-04-30 | 中国建筑第四工程局有限公司 | Steel structure integrated house building system capable of being repeatedly disassembled and assembled and assembling method |
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