CN202099882U - Girder hanging piece and building frame structure - Google Patents
Girder hanging piece and building frame structure Download PDFInfo
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- CN202099882U CN202099882U CN2011201397335U CN201120139733U CN202099882U CN 202099882 U CN202099882 U CN 202099882U CN 2011201397335 U CN2011201397335 U CN 2011201397335U CN 201120139733 U CN201120139733 U CN 201120139733U CN 202099882 U CN202099882 U CN 202099882U
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Abstract
The utility model provides a girder hanging piece, comprising an integrated girder connection-peg or a girder support joint, a hanging part and a connecting part; and a building frame structure comprises at least two girder hanging pieces, wherein two ends of the building frame structure directly support and hang girders on the building frame structure with the hanging parts of the girders and the girder hanging pieces fixed by the girder connection-pegs or the girder support joints of the girder hanging pieces. The utility model has the advantage that the girders are very convenient and quick to connect with each other.
Description
Technical field
The utility model relates to a kind of beam hanging part and building frame construction for building, particularly relates to a kind of beam 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) the shortcoming below existing: the one, its column is irritated earlier and is built up; On column, irritate and build cement floor, the annexation of cement floor and column is mainly leaned on the column and the reinforcing bar on the cement floor, and column and cement floor are owing to be to irritate at twice to build to form; Building cycle is long, and labour intensity is big, pollutes big; Noise is big, and the building material waste is big; Two is bearing relation that two relations between the cement solids have only the mechanics load, cannot set up real incorporate internal relations, its poor stability, and function of seismic resistance is poor, application life is short; The 3rd, need to use constructional materialss such as cement, timber, destroy ecological; The 4th, during housing demolition, building material can't be reused, and causes the wasting of resources, produces a large amount of building wastes and is difficult to handle; The 4th, because the deadweight of traditional cement building (high buildings and large mansions) frame construction is very heavy, the mechanics load of ground is very big, and is abnormally dangerous a little less than whole building becomes and is highly brittle in case the spot jolts rolling, is unfavorable for very much antidetonation.To existing cement brick mix, the above-mentioned deficiency of the building construction of steel concrete, existing existing steel structure building.
Existing steel building and construction method thereof, though 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 connected mode through welding etc. through 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 of site operation and time cost high.The 3rd, the connected mode that connects or weld owing to the employing bolton between traditional architecture steel structure frame beam and column or beam and the beam; Design, the processing that must be connected to connection end separately; When beam or post will use standard sections, it connected end and just must design in addition and process, when beam or post do not use standard sections then to need special manufacturing; Dual mode all can't be realized standardized production in enormous quantities; Cost is high, also occurs beam or column dimension mismachining tolerance easily and produces the connection error, makes original just fragile link position be difficult to well bear the transmission of building weight loading and load forces.
Deficiency to existing steel building framework; Prior art mainly has following several kinds of improvement again: application number is in the patent of invention of 03134271.X; The method for designing of the dismountable beam column load-carrying members of a kind of environment-friendly type is disclosed; This invention relates to the support of a kind of scaffolding, particularly a kind of removable house.It is characterized in that: scaffolding is connected and composed by house load-bearing pillar, spandrel girder, connector, cap, and spandrel girder and load-bearing pillar are pegged graft, and load-bearing pillar and cap are pegged graft; Connect with bolt between load-bearing pillar; The load-bearing pillar napex has the cap trip, and there is last lower prop connecting bolt at the napex center, and there is screw in load-bearing pillar bottom centre; Post is connected with connector with intercolumniation; The dovetail of spandrel girder and the dovetail groove on the cap are pegged graft, and the draw-in groove and the post item 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 to surrounding environment pollute big, inscribe between noise is high, the cycle is long, the workmanship acceptance rate is low.But the load-bearing pillar of this technical scheme is not to adopt Modular building section bars such as existing I-steel, H shape steel, square steel pipe, round steel pipe, has the complicated suspension column and the non-standard component of column cap but adopt, and this load-bearing pillar needs one-shot forming to make specially; Reach several meters owing to load-bearing pillar on the one hand, the one-shot forming load-bearing pillar, die cost and cost of manufacture are quite high; On the other hand, owing to the height of floor, the stressed size of load-bearing pillar constantly change, different building height is needed the load-bearing pillar of different dies moulding different length; The load-bearing pillar that different buildings is needed moulding different size size; Further increase die cost, also have, load-bearing pillar is so big; It is very difficult, somewhat unrealistic wanting one-shot forming to make.Semi girder and column cap adopt dovetail groove and dovetail to cooperate, if semi girder adopts the I-steel, H shape steel, square steel pipe, round steel pipe, channel-section steel of standard etc., owing to its cross section is not solid, so are processed into dovetail, and it is stressed poor.
Application number is in 99109701.7 the patent of invention; A kind of building component for steel structure building is disclosed; The steel pipe column, girder steel support and the U font girder steel that comprise fluid concrete; Around being configured to of steel pipe column welding, be made up of the last lower holding board that laterally arranges, at least one pair of junction plate of radially being vertically set between the lower holding board by each support by at least one for the girder steel support, and last lower holding board has the extension that an arc surface, every pair of junction plate of a body part and edge move towards extension; On the girder steel support, form at least two pairs of junction plates, each is fixed together to the corresponding extension of junction plate and upper holding board and lower holding board and an end of U font girder steel.Because the girder steel support of this technical scheme is configured to around propping up of steel pipe column welding by at least one; The weld that the gravity of beam, post, floor etc. all is delivered on the connected node by steel pipe and support at last bears; Can cause like this stress concentrations between beam and column or beam and beam connected node and make connected node stressed poor, connect fragile; This can reduce the safety of building frame construction, reduction of service life greatly.
Application number is in 200810229754.9 the patent of invention, discloses a kind of light section steel structure building construction and has connected interfacing part, comprises nose combination, recessed end combination, goes up square tube, square tube, 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 through the locking of lateral pin locking member through bolt, nuts and washers.Because present technique connects square tube and beam needs to accomplish through the acting in conjunction of nose combination, recessed end combination, wedge plate, lateral pin, bolt, nut; Fixing link is many; Particularly the lateral pin and the bolt that are delivered to again at last on the connected node of the gravity of beam, post, floor etc. bears; Can cause like this stress concentrations between beam and column or beam and beam connected node and make connected node stressed poor, connect fragile; This can reduce the safety of building frame construction greatly, reduction of service life, installs also inconvenient.
Application number is in 00218061.8 the utility model patent; A kind of steel building universal nodes device is disclosed; Form by steel corbel, steel column, girder steel; Steel corbel comprises node junction plate, web, gusset plate, and the node junction plate of steel corbel adopts flute profile shaped steel and web and gusset plate to fix as one, and the node apparatus structure is consistent.This structure gusset plate on the one hand needs cooperate with the profile of steel column, owing to the accuracy of manufacture of steel column is poor, cooperates badly, can influence stressedly, and when steel column was cylindrical tube, its fiting effect was more undesirable; Node junction plate, web, gusset plate are that separate piece is fixed together on the other hand; Be not one-body molded, it is stressed poor, and particularly the gravity load of beam, post, floor etc. the weld and the securing member that are delivered to connected node at last again bears; Can cause like this stress concentrations between beam and column or beam and beam connected node and make connected node stressed poor, connect fragile; This can reduce the safety of building frame construction greatly, and shock resistance is poor, reduction of service life.
Immediate prior art is 97101724.7 patent of invention; This patent discloses a kind of steel and has moulded light building and construction method thereof; It is the light steel injection moulding building of thin-walled; By annotating the common be combined into of high-pressure foam plastic shaping in thin-walled lightweight steel construction and the member hollow lumen, its mainly by post member, upper and lower column joint, two single-beam bucket, column base, member of storied building beam, window item (platform) beam, mould panel, floor pavilion grid, tension rod, injection moulding floor, beam column card, montant member, post beam card, frame diagonal brace, substrate plate, elastic layer, ground, array lime pile, earth anchor etc. interconnect formation.Though in this technical scheme; The post member has supporting role to following column joint; Following column joint has supporting role to the beam bucket, and the beam bucket has supporting role to last column joint, and last column joint coupled columns member has supporting role; Liang Dou has supporting role to beam, and weld and securing member that the gravity load of beam, post, floor etc. can not be delivered to connected node at last bear; But the post member in this technical scheme need could be realized through the last column joint that links together, following column joint, beam bucket with being connected of beam; Shortcoming is: the one, and the combination of a plurality of parts could realize being connected of post member and beam; Poor rigidity; Rigging error is big, the 2nd, between following column joint and the post member, down between column joint and beam bucket, between the last column joint of Liang Douyu, going up all need be through pressing bolt or welding and fix certainly between column joint and post member, operation is many; During installation fee, fixing link is many can to cause the verticality of post member and the adjusting difficulty of installation site thereof; Accomplish a plurality of part poor rigidity of joint pin member and beam in this technical scheme, it is poorer to combine rigidity, is unfavorable for bearing and transmitting of heavy load; The 3rd, the gravity of beam, post, floor etc. all is delivered at last and is born by the horizontal part that is supported on down the beam bucket on the column joint on the connected node; Can cause like this stress concentrations between beam and column or beam and beam connected node and make connected node stressed poor, connect fragile; This can reduce the safety of building frame construction, reduction of service life greatly.
The frame construction of existing house steel work, the connection between the Liang Yuliang, a kind of is that support through post could realize; Disclosed technical scheme all is so in the above-mentioned several patents, and this frame construction is for large space or need the beam of comparatively dense to come passive building construction; Need a lot of columns to support; Influence the usage space in room and attractive in appearance, or beam is bad to the support effect of plate mounted thereto, influences application life and safety in utilization; A kind of is that the end face of a beam and the side of another root beam are welded, or the end face of two beams is welded together, and this connected mode is stressed poor, and difficulty of construction is big; A kind of is that connector through modes such as securing member or welding and non-grafting is fixed together the end of two beams; This connected mode; The gravity of the plate that supports on the gravity of beam and the beam etc. all focuses on the securing member or the node location of welding at last, the link position between stress concentrations Yu Liang and the beam and make link position stressed poor, connect fragile defective.If do not use additional connector, because need the end face of a beam and the side of another root beam are fixed, securing member can't be realized.
Summary of the invention
Topic is between first technology that will solve of the utility model, provide a kind of and do not need the support of column, also just need not 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 utility model be, provide a kind of and do not need the support of column, also just need not weld etc. can be easily, apace 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 building frame construction of the flexible connection of adjustment relative position easily.
A kind of beam hanging part comprises integrated beam connection-peg or beam supported joint, is suspended on the connecting portion of suspension part, tie-beam connection-peg or beam supported joint and suspension part on the beam; The suspension part comprises first supported that directly is supported on the beam; On the beam hanging part, also be provided with the beam side of being kept out by beam and keep out face, the beam side face of keeping out is positioned at first supported below.
As first kind of improvement, beam connection-peg or beam supported joint are 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 beam connection-peg or beam supported joint are 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 up of one first beam connection-peg of symmetry and one second beam connection-peg or the beam supported joint is made up of one first beam supported joint and one second beam supported joint of symmetry; Connecting portion is made up 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; The first beam connection-peg or the first beam supported joint are arranged on the side of first connecting portion that deviates from the suspension part, and the second beam connection-peg or the second beam supported joint are 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, 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; Beam connection-peg or beam supported joint are one, be arranged on the end face that connecting portion deviates from the suspension part and oblique down; Go up the item 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, and the beam side face of keeping out is the vertical plane on the suspension part; Connecting portion is one, bends obliquely and forms along the item face of suspension part; Beam connection-peg or beam supported joint are one, are arranged on the end face that connecting portion deviates from the suspension part and obliquely; Go up the item face that perpendicular connection-peg is arranged on the suspension part.
As the 5th kind of improvement, the suspension part is one; Connecting portion is one, along forming towards last outside bending of suspension part; Beam connection-peg or beam supported joint are one, are arranged on the end face that connecting portion deviates from the suspension part and obliquely.
As the 6th 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, on the suspension part, is provided with downward opening groove; Beam connection-peg or beam supported joint are two, and promptly the first beam connection-peg or the first beam supported joint and the second beam connection-peg or the second beam supported joint 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 or beam supported joint, suspension part, tie-beam connection-peg or beam supported joint and suspension part; Comprise that also two ends all directly support and hang the beam on it with the fixing beam of the beam connection-peg of described beam hanging part or beam supported joint, the suspension part of beam hanging part.
As improvement, the beam hanging part comprises the 4th beam hanging part, the 5th beam hanging part, the 6th beam hanging part, the 7th beam hanging part; Beam comprises not at same horizontal plane and not upper beam on same vertical plane and underbeam;
The 4th beam hanging part also comprises the post connection-peg that vertically upwards is convexly equipped with from the 4th beam 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 and forms along the item face of suspension part; 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 item face of suspension part;
The 5th beam hanging part also comprises the post connection-peg that vertically upwards is convexly equipped with from the 5th beam 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 item face of suspension part;
The 7th beam hanging part and the 4th beam hanging part are about the vertical plane symmetry of its center; The structure of the 6th beam hanging part and the 5th beam hanging part are about the vertical plane symmetry of its center;
The fixing brace summer of beam connection-peg grafting that also comprises two ends and the 4th beam hanging part and the 5th beam hanging part; The brace summer that two ends and the 6th beam hanging part and the 7th beam hanging part are pegged graft and fixed; The 4th beam hanging part is suspended on the underbeam, and the 5th beam hanging part is suspended on the upper beam; The 7th beam hanging part is suspended on the underbeam, and the 6th beam hanging part is suspended on the upper beam;
On the vertical joint head first balustrade is being installed on the 4th beam hanging part and the 5th beam hanging part, on the vertical joint head second balustrade is being installed on the 6th beam hanging part and the 7th beam hanging part.
As another improvement, beam is Xiang Liang, and hanging part comprises a layer hanging part and a beam hanging part; Layer hanging part comprise two item layers that become inverted v-shapeds tiltedly down a connection-peg or a layer tiltedly down supported joint, suspension part and be connected the item layer tiltedly descend a connection-peg or a layer tiltedly under the connecting portion of supported joint 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, on the suspension part, is provided with the holding part of the ccontaining beam that is mated; Two item layers tiltedly descend a connection-peg or a layer tiltedly down the end face of the vertical connecting portion of supported joint be convexly equipped with under oblique; Item beam hanging part comprises a suspension part, a connecting portion that forms towards last outside bending along the item of suspension part; Item layer that is arranged on the end face that connecting portion deviates from the suspension part and is convexly equipped with obliquely tiltedly goes up connection-peg or a layer is tiltedly gone up supported joint, is provided with the holding part of the ccontaining beam that is mated in the bottom of suspension part; Two connection-pegs of item layer hanging part are pegged graft fixing with the item beam end of two symmetries respectively; The item layer of item beam hanging part tiltedly on connection-peg or a layer tiltedly on the supported joint item layer relative with a layer hanging part tiltedly a connection-peg or a layer tiltedly are fixedly connected with described Xiang Liang on the supported joint down down; Beam hanging part is suspended on that its holding part cooperates with this beam on the beam, and an item beam 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 utility model 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 get final product, and just can accomplish being connected between beam and the beam easily, apace; And beam and beam hanging part are the flexible connection of adjustment relative position easily, so the adjustment of the position of beam and beam hanging part is also convenient.
With respect to the frame construction that need could realize that is connected between existing beam and the beam through the support of post, indoorly can not separated by post, indoor usage space is big, and utilization rate and aesthetic property improve greatly.With respect to welding manner or the connector ways of connecting through non-grafting; The weight transfer of the plate that supports on beam and the beam etc. bears for the beam hanging part; The beam hanging part passes to beam with power again, since 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 need not bear the gravity of plate on beam and the beam etc., thereby improve installation effectiveness and function of seismic resistance, application life, the safety in utilization of building frame construction greatly.
Particularly, more existing relatively construction steel structure frameworks are in order to realize the connection between beam and the beam; Also need design, the processing that be connected to separately connection end, when beam or post will use standard sections, it connected 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 occurs beam or column dimension mismachining tolerance easily and produces the connection error, makes original just fragile link position be difficult to well bear the transmission of 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, through the first beam hanging part and the second beam hanging part, just can a crossbeam and two perpendicular crossbeams be linked together; Installation between crossbeam, the beam hanging part is very convenient; Installation effectiveness is high, and stressed good, safety is good.The 3rd beam hanging part is simple in structure; Through the first beam hanging part, the second beam hanging part, the 3rd beam hanging part, just can beam more than two and the beam more than three be linked together, save hanging part; Installation between beam, beam hanging part and the beam is very convenient; Installation effectiveness is high, and stressed good, safety is good.
Through the 4th beam hanging part, the 5th beam hanging part, the 6th beam hanging part, the 7th beam hanging part, just can the beam that support stair be installed on the beam of house main frame structure, make the room stair that build a house become very simple; Through 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, installation effectiveness is high; 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, the 8th beam hanging part, the 9th beam hanging part be articulated to more convenient on the beam, more reliable.
Grafting successively through item beam hanging part, Xiang Liang, a beam plug connector, Xiang Liang, a beam 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 Xiang Liang and the Xiang Liang; Installation between beam, beam hanging part and the beam is very convenient, and installation effectiveness is high.With a layer hanging part, install more conveniently, connect more firm.
Earlier the beam connection-peg is inserted the end of beam, not interfixing just is suspended on the mounting method on the corresponding beam with the beam hanging part, and the beam connection-peg inserts the end of beam; The beam connection-peg is kept out front and back up and down by beam, need beam hanging part and beam at first be fixed together through modes such as securing member, welding, and 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, and the position adjustments of hanging part on beam is very convenient, and 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 after position adjustment is accomplished or fixed-site is carried out in spot welding, install simply, convenient, fast, do not had the installation difficulty of traditional architecture steel structure frame.
Description of drawings
Fig. 1 is the schematic perspective view of the utility model embodiment 1.
Fig. 2 is the schematic perspective view of the utility model embodiment 2.
Fig. 3 is the schematic perspective view of the utility model embodiment 3.
Fig. 4 is the schematic perspective view of the utility model embodiment 4.
Fig. 5 is the schematic perspective view of the utility model embodiment 5.
Fig. 6 is the schematic perspective view of the utility model embodiment 6.
Fig. 7 is the schematic perspective view of the utility model embodiment 7.
Fig. 8 is the schematic perspective view of the utility model embodiment 8.
Fig. 9 is the schematic perspective view of the utility model embodiment 9.
Figure 10 is the schematic perspective view of the utility model embodiment 10.
Figure 11 is the schematic perspective view of the utility model embodiment 11.
Figure 12 is the schematic perspective view of the utility model embodiment 12.
Figure 13 is the schematic perspective view of the utility model embodiment 13.
Figure 14 is the schematic perspective view of the beam column connector of the utility model embodiment 13.
Figure 15 is the schematic perspective view of the utility model embodiment 14.
Figure 16 is the schematic perspective view of the utility model embodiment 15.
Figure 17 is the schematic perspective view of the plug connector of the utility model embodiment 16.
Figure 18 is the schematic perspective view of the utility model embodiment 17.
Figure 19 is the schematic perspective view of the item layer plug connector of the utility model embodiment 17.
Figure 20 is the schematic perspective view of the utility model embodiment 18.
Figure 21 is the schematic perspective view of the utility model embodiment 19.
Embodiment 1
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, from the bottom surface 6 of vertical hanging portion 1 to the connecting portion that extends below the bulk that is provided with 2, 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.
As shown in Figure 2, different with embodiment 1 is, on the base plane of the U-lag of U-shaped piece 10, U-shaped piece 11, is equipped with round platform 12, between round platform 12, is connected with reinforcing rib 13, in each round platform, is provided with tapped through hole 14.
On connecting portion 15, being provided with the vertical beam side 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 beam hanging part; Comprise the suspension part that is supported on the beam; Extend one first connecting portion and one second connecting portion of being provided with symmetry from the bottom surface 21 of suspension part vertically downward, 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.
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.
As shown in Figure 4, a kind of beam hanging part, different with embodiment 1 is, the beam connection-peg comprise one from the connecting portion 41 that deviates from suspension part 40 the cross section that is provided with of side 42 vertical extent be the square tube shape protuberance 43 of Q-RING.On four sides of square tube shape protuberance 43, be equipped with elastic tongue 44, elastic tongue 44 is connected on the square tube shape protuberance 43 away from an end of connecting portion 41, and elastic tongue 44 is a free end towards an end of connecting portion.
As shown in Figure 5, different with embodiment 3 is, the beam connection-peg include one from the connecting portion 51 that deviates from suspension part 50 the cross section that is provided with of side 52 vertical extent be the square tube shape protuberance 53 of Q-RING.On four sides of square tube shape protuberance 53, be equipped with elastic tongue 54, elastic tongue 54 is connected on the square tube shape protuberance 53 away from an end of connecting portion 51, and elastic tongue 54 is a free end towards an end of connecting portion.
Show that like Fig. 6 hanging part is beam hanging part, a beam hanging part comprises 56, one of the suspension parts connecting portion 57 that 56 item forms towards last outside bending along the suspension part; An item layer that is arranged on the end face that connecting portion 57 deviates from suspension part 56 and is convexly equipped with is obliquely tiltedly gone up supported joint 58, and 56 bottom is provided with three vertical U-lags 59 in the suspension part.The item layer is tiltedly gone up a supported joint 58 and is comprised the side protuberance 60 that extends from vertical connecting portion 57 end face obliquely.The item face of vertical side protuberance 60 extends outwards bending obliquely again and is provided with spacing protuberance 61 two symmetries, arranged side by side, spacing protuberance 62; On the base plane of the groove that spacing protuberance 61, spacing protuberance 62 and side protuberance form, be equipped with round platform 63; Between round platform 63, be connected with reinforcing rib 64, in round platform 63, be provided with tapped through hole 65.Below side protuberance 60, be provided with the reinforcing rib 66 that connects together with connecting portion 57.
Embodiment 7
As shown in Figure 7; Hanging part is a layer hanging part, and a layer articulates oblique tiltedly supported joint 68, the suspension part 69 and is connected the tiltedly oblique connecting portion 70 of supported joint 68 and suspension part 69 down of a supported joint 67, a layer down of a layer down of supported joint 67, a layer down of item layer that comprises two symmetrical configuration that become inverted v-shapeds; 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, on suspension part 69, are provided with the groove 71 that opening cooperates with the item beam down; Layer tiltedly down supported joint 67, a layer tiltedly down the end face of supported joint 68 vertical connecting portions 70 be convexly equipped with under oblique.Layer tiltedly down supported joint 67 comprises from the side protuberance 72 of vertical connecting portion 70 oblique end face extensions down.The item face of vertical side protuberance 72 extends outwards bending obliquely again and is provided with spacing protuberance 73 two symmetries, arranged side by side, spacing protuberance 74; On the base plane of the groove that spacing protuberance 73, spacing protuberance 74 and side protuberance 72 form, be equipped with round platform 75; Between round platform 75, be connected with reinforcing rib 76, in round platform 75, be provided with tapped through hole 77.
Embodiment 8
As shown in Figure 8; A kind of beam hanging part; Comprise a suspension part 80 that is supported on the beam; 80 side is to a side vertical extent connecting portion 81 forming of bending downwards again from the suspension part, thereby is arranged on connecting portion 81 end face down, insert the beam connection-peg 82 of beam end and beam end grafting square tube shape, is arranged on the item 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.
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.
Embodiment 9
As shown in Figure 9; A kind of beam hanging part; Comprise a suspension part 90 that is supported on the beam; 90 the item face vertical extent connecting portion 91 forming of bending upwards again from the suspension part, thus be arranged on connecting portion 91 end face down, insert the beam connection-peg 92 of beam end and beam end grafting square tube shape, be arranged on the item 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.
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.
Shown in figure 10; A kind of beam hanging part; Be cast member; Comprise a suspension part 100 that is supported on the beam, 100 item face extends upwards the connecting portion 101 that outwards bending forms vertically upward again from the suspension part, thereby on vertical connecting portion 101 end face up, is provided with the beam connection-peg 102 that inserts the square tube shape that beam end and beam end peg graft.
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 item face for directly being supported on first supported on the beam; The face 104 of the vertical face of breach is kept out face for the beam side of being kept out by beam.
Shown in figure 11, different with embodiment 10 is to be provided with three vertical U-shaped grooves 106 in the bottom of connecting portion 105.
Shown in figure 12; The beam hanging part is beam hanging part, and a beam hanging part comprises the integrated first beam connection-peg 110 and the second beam connection-peg 111, have the suspension part 112 of the downward opening groove that cooperates with beam, be connected the connecting portion 113 of the first beam connection-peg 110, the second beam connection-peg 111 and suspension part.
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 and the second beam connection-peg 111 extend the square tube shape protuberances that form for two end faces down of vertical connecting portion, 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.
Shown in figure 13; A kind of building frame construction; The column 125, column 126, column 127, the column 128 that comprise four diagonal positions that are distributed in rectangle; Beam column connector 129, beam column connector 130, beam column connector 131, beam column connector 132 that lower pillar stand connection-peg and column are pegged graft and fixed; Beam 120 with beam column connector 129, beam column connector 130 opposing horizontal supported joint support fixation; With the beam 133 of beam column connector 130, beam column connector 131 opposing horizontal supported joint support fixation, with the beam 121 of beam column connector 131, beam column connector 132 opposing horizontal supported joint support fixation, with the beam 134 of beam column connector 132, beam column connector 129 opposing horizontal supported joint support fixation.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 4.
Shown in figure 14; The beam column connector comprises beam column connector body 135; Level is convexly equipped with the orthogonal horizontal support joint of beam column connector body 135 136, 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.
Shown in figure 13, 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 through the lock screw (not shown), the second beam hanging part 123 and second beam 121 is fixing through 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.
Shown in figure 15, a kind of building frame construction, different with embodiment 13 is; 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 4.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 5.
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, and another a 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, and another a beam connection-peg of the 4th beam hanging part 164 and an end of beam 165 are pegged graft, and 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 through lock screw after adjusting the relative position of relative the 3rd beam hanging part 160 of beam 161, the 4th beam hanging part 162; Fix through lock screw after adjusting the relative position of relative the 4th beam hanging part 162 of beam 163, the 4th beam hanging part 164; Fix through lock screw after adjusting the relative position of relative the 4th beam hanging part 164 of beam 165, the 4th beam hanging part 166; Fix through lock screw after adjusting the relative position of relative the 4th beam hanging part 166 of beam 167, the 5th beam hanging part 168.
Shown in figure 16, different with embodiment 13 is, the structure that is suspended on the first beam hanging part 180 on the beam 120, the first beam hanging part 183, the first beam hanging part 186 is identical with embodiment 1, and fixing through welding with beam 120.Be suspended on the second beam hanging part 182 on the beam 121, the second beam hanging part 185, the second beam hanging part 188 respectively with the first beam hanging part 180, the first beam hanging part 183, the first beam hanging part 186 vertical plane symmetry about its center, and fixing through welding with beam 121.The two ends and the first beam hanging part 180, the second beam hanging part 182 fixing beam 181, two ends and the first beam hanging part 183, the second beam hanging part 185 fixing beam 184, two ends and the first beam hanging part 180, the second beam hanging part 182 beam 187 that fixing beam 181, two ends and the first beam hanging part 186,188 grafting of the second beam hanging part fix of pegging graft of pegging graft of pegging graft is H shape steel.
Shown in figure 17, 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 8.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 with the 4th beam hanging part 200, the 7th beam hanging part 201 be suspended on crossbeam 206 need the position and with crossbeam 206 through screw, 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;
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; The relative position of adjustment beam 209 and the 6th beam hanging part 203 and the 7th beam hanging part 201 also passes through screw;
Last first balustrade 204 of on vertical joint head on the 4th beam hanging part 200 and the 5th beam hanging part 202, installing is installed second balustrade 205 on vertical joint head on the 6th beam hanging part 203 and the 7th beam hanging part 201.
Shown in figure 18; A kind of building frame construction; Comprise the beam 260, beam 261, the beam 262 that are parallel to each other, the item beam hanging part 263 of symmetrical configuration, a beam hanging part 264, a layer plug connector 265; Be connected the item beam 266 of 265 of a beam hanging part 263 and layer plug connectors, be connected the item beam 267 of 265 of a beam hanging part 264 and layer plug connectors.Beam 261 is higher than beam 260 and beam 262.
Shown in figure 19, a layer plug connector 265 comprises integrated connector body 268, first beam connection-peg 269 and second beam connection-peg 270.268 one-tenth inverted V-shapeds of connector body.It is the square tube shape protuberance of Q-RING that first beam connection-peg 269 includes a cross section that forms from the end face extension of vertical connecting portion body with second beam connection-peg 270.The angle of the square tube shape protuberance of the square tube shape protuberance of first beam connection-peg 269 and second beam connection-peg 270 greater than 90 ° less than 180 °.
The structure of item beam hanging part 264 and embodiment 10 are together.
The square tube shape protuberance of first beam connection-peg 269 inserts a square cavities of beam 266 1 ends and pegs graft with the end of a beam 266, and the square tube shape protuberance 272 of the beam connection-peg of a beam hanging part 263 inserts a square cavities of beam 266 other ends and pegs graft with the end of a beam 266; The square tube shape protuberance of second beam connection-peg 270 inserts the square cavities of an end of a beam 267 and pegs graft with the end of a beam 267, and the square tube shape protuberance of the beam connection-peg of a beam hanging part 264 inserts a square cavities of beam 267 other ends and pegs graft with the end of a beam 267.Item beam hanging part 263 is suspended on the beam 260, and a beam hanging part 264 is suspended on the beam 262, and a layer plug connector 265 is supported on the beam 261.
Embodiment 18
Shown in figure 20, different with embodiment 17 is, the structure of the item beam hanging part 282 of pegging graft with item beam 267 1 ends is identical with embodiment 11, and the structure of the item layer hanging part 281 of pegging graft with item beam 267 other ends is identical with embodiment 12.One end of item beam 266 is pegged graft with a layer hanging part 281 and is fixed, and beam 266 other end is pegged graft with a beam hanging part 280 and fixed.Item beam hanging part 280 and the vertical plane symmetry of a beam hanging part 282 about the center.280 suspensions of item beam hanging part also are fixed on the beam 260.281 suspensions of item layer hanging part also are fixed on the beam 261.282 suspensions of item beam hanging part also are fixed on the beam 262.
Embodiment 19
Shown in figure 21; A kind of building frame construction; Comprise the beam 290, beam 291, the beam 292 that are parallel to each other; The item beam hanging part 293 identical with embodiment 6 structures, the item layer hanging part 295 identical with embodiment 7 structures is with the item beam hanging part 296 of item beam hanging part 293 about the vertical plane symmetry of center.
The item beam 294 that also comprises the oblique upward supported joint support fixation of item layer of an end and a beam hanging part 293; The item of the other end of item beam 294 and a layer hanging part 295 layer oblique supported joint support fixation down; One end and a layer hanging part 295 the oblique item beam 297 of supported joint support fixation down of item layer, beam 297 other end and a beam hanging part 296 the item layer tiltedly go up the supported joint support fixation.Beam 291 is higher than beam 290 and beam 292.
Claims (10)
1. beam hanging part is characterized in that: comprise integrated beam connection-peg or beam supported joint, be suspended on the connecting portion of suspension part, tie-beam connection-peg or beam supported joint and suspension part on the beam; The suspension part comprises first supported that directly is supported on the beam; On the beam hanging part, also be provided with the beam side of being kept out by beam and keep out face, the beam side face of keeping out is positioned at first supported below.
2. a kind of beam hanging part as claimed in claim 1 is characterized in that: beam connection-peg or beam supported joint are 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 beam connection-peg or beam supported joint are 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. a kind of beam hanging part as claimed in claim 1 is characterized in that: the beam connection-peg is made up of one first beam connection-peg of symmetry and one second beam connection-peg or the beam supported joint is made up of one first beam supported joint and one second beam supported joint of symmetry; Connecting portion is made up 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; The first beam connection-peg or the first beam supported joint are arranged on the side of first connecting portion that deviates from the suspension part, and the second beam connection-peg or the second beam supported joint are 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. a kind of 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, 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; Beam connection-peg or beam supported joint are one, be arranged on the end face that connecting portion deviates from the suspension part and oblique down; Go up the item face that perpendicular connection-peg is arranged on the suspension part.
5. a kind of 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, and the beam side face of keeping out is the vertical plane on the suspension part; Connecting portion is one, bends obliquely and forms along the item face of suspension part; Beam connection-peg or beam supported joint are one, are arranged on the end face that connecting portion deviates from the suspension part and obliquely; Go up the item face that perpendicular connection-peg is arranged on the suspension part.
6. a kind of beam hanging part as claimed in claim 1 is characterized in that: the suspension part is one; Connecting portion is one, along forming towards last outside bending of suspension part; Beam connection-peg or beam supported joint are one, are arranged on the end face that connecting portion deviates from the suspension part and obliquely.
7. a kind of 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, on the suspension part, is provided with downward opening groove; Beam connection-peg or beam supported joint are two, and promptly the first beam connection-peg or the first beam supported joint and the second beam connection-peg or the second beam supported joint 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 beam hanging part; The beam hanging part comprises the connecting portion of integrated beam connection-peg or beam supported joint, suspension part, tie-beam connection-peg or beam supported joint and suspension part; Comprise that also two ends all directly support and hang the beam on it with the fixing beam of the beam connection-peg of described beam hanging part or beam supported joint, the suspension part of beam hanging part.
9. building frame construction as claimed in claim 8 is characterized in that:
The beam hanging part comprises the 4th beam hanging part, the 5th beam hanging part, the 6th beam hanging part, the 7th beam hanging part; Beam comprises not at same horizontal plane and not upper beam on same vertical plane and underbeam;
The 4th beam hanging part also comprises the post connection-peg that vertically upwards is convexly equipped with from the 4th beam 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 and forms along the item face of suspension part; 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 item face of suspension part;
The 5th beam hanging part also comprises the post connection-peg that vertically upwards is convexly equipped with from the 5th beam 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 item face of suspension part;
The 7th beam hanging part and the 4th beam hanging part are about the vertical plane symmetry of its center; The structure of the 6th beam hanging part and the 5th beam hanging part are about the vertical plane symmetry of its center;
The fixing brace summer of beam connection-peg grafting that also comprises two ends and the 4th beam hanging part and the 5th beam hanging part; The brace summer that two ends and the 6th beam hanging part and the 7th beam hanging part are pegged graft and fixed; The 4th beam hanging part is suspended on the underbeam, and the 5th beam hanging part is suspended on the upper beam; The 7th beam hanging part is suspended on the underbeam, and the 6th beam hanging part is suspended on the upper beam;
On the vertical joint head first balustrade is being installed on the 4th beam hanging part and the 5th beam hanging part, on the vertical joint head second balustrade is being installed on the 6th beam hanging part and the 7th beam hanging part.
10. building frame construction as claimed in claim 8 is characterized in that: beam is Xiang Liang, and hanging part comprises a layer hanging part and a beam hanging part; Layer hanging part comprise two item layers that become inverted v-shapeds tiltedly down a connection-peg or a layer tiltedly down supported joint, suspension part and be connected the item layer tiltedly descend a connection-peg or a layer tiltedly under the connecting portion of supported joint 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, on the suspension part, is provided with the holding part of the ccontaining beam that is mated; Two item layers tiltedly descend a connection-peg or a layer tiltedly down the end face of the vertical connecting portion of supported joint be convexly equipped with under oblique; Item beam hanging part comprises a suspension part, a connecting portion that forms towards last outside bending along the item of suspension part; Item layer that is arranged on the end face that connecting portion deviates from the suspension part and is convexly equipped with obliquely tiltedly goes up connection-peg or a layer is tiltedly gone up supported joint, is provided with the holding part of the ccontaining beam that is mated in the bottom of suspension part; Two connection-pegs of item layer hanging part are pegged graft fixing with the item beam end of two symmetries respectively; The item layer of item beam hanging part tiltedly on connection-peg or a layer tiltedly on the supported joint item layer relative with a layer hanging part tiltedly a connection-peg or a layer tiltedly are fixedly connected with described Xiang Liang on the supported joint down down; Beam hanging part is suspended on that its holding part cooperates with this beam on the beam, and an item beam 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 |
|---|---|---|---|
| CN2011201397335U CN202099882U (en) | 2011-05-05 | 2011-05-05 | Girder hanging piece and building frame structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201397335U CN202099882U (en) | 2011-05-05 | 2011-05-05 | Girder hanging piece and building frame structure |
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| Publication Number | Publication Date |
|---|---|
| CN202099882U true CN202099882U (en) | 2012-01-04 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2011201397335U Expired - Fee Related CN202099882U (en) | 2011-05-05 | 2011-05-05 | Girder hanging piece and building frame structure |
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Cited By (4)
| 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 |
| CN103469937A (en) * | 2013-09-06 | 2013-12-25 | 李震 | Building wall frame connection structure |
| CN103737957A (en) * | 2013-12-20 | 2014-04-23 | 广西南宁百兰斯科技开发有限公司 | Press machine with damping cushion blocks |
| CN112302173A (en) * | 2020-10-28 | 2021-02-02 | 武汉品珈网络科技有限公司 | Building and connecting piece, connecting structure and connecting method of frame structure of building |
-
2011
- 2011-05-05 CN CN2011201397335U patent/CN202099882U/en not_active Expired - Fee Related
Cited By (5)
| 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 |
| CN103469937A (en) * | 2013-09-06 | 2013-12-25 | 李震 | Building wall frame connection structure |
| CN103469937B (en) * | 2013-09-06 | 2015-11-18 | 李震 | A kind of syndeton of construction wall framework |
| CN103737957A (en) * | 2013-12-20 | 2014-04-23 | 广西南宁百兰斯科技开发有限公司 | Press machine with damping cushion blocks |
| CN112302173A (en) * | 2020-10-28 | 2021-02-02 | 武汉品珈网络科技有限公司 | Building and connecting piece, connecting structure and connecting method of frame structure of building |
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