CN103290922A - Industrial prefabricated solid-web steel structural frame system with columns penetrating beams - Google Patents
Industrial prefabricated solid-web steel structural frame system with columns penetrating beams Download PDFInfo
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- CN103290922A CN103290922A CN2013101942301A CN201310194230A CN103290922A CN 103290922 A CN103290922 A CN 103290922A CN 2013101942301 A CN2013101942301 A CN 2013101942301A CN 201310194230 A CN201310194230 A CN 201310194230A CN 103290922 A CN103290922 A CN 103290922A
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Abstract
The invention discloses an industrial prefabricated solid-web steel structural frame system with columns penetrating beams, and belongs to the technical field of structural engineering. The structural frame system comprises prefabricated beam plates and the prefabricated upright columns which are assembled by bolts to form the structural frame system; prefabricated floors comprise section steel beams and floors, the section steel beams are connected with other section steel beams or upright columns by beam-end sealing plates and on-beam cover plates to form beam plate and steel frame structures, and the floors are placed on the beam plate and steel frame structures and are connected with the beam plate and steel frame structures, so that the prefabricated beam plates are formed; the prefabricated beam plates are spliced with beam-column joints of the prefabricated upright columns by beam-end sealing plates and on-beam cover plates of the prefabricated beam plates; the prefabricated upright columns penetrate the beam-column joints, each upright column with the certain length can penetrate 4-5 stories, and the upright columns are spliced at inflection points, which have low stress, of middle columns of the stories by bolts in a site, so that a multilayer beam plate and steel frame structure is formed; various members of the prefabricated beam plates and the prefabricated upright columns are prefabricated in a factory and are assembled by bolts in the construction site.
Description
Technical field
The present invention relates to the real abdomen formula of a kind of industrialization assembling post through beam steel structure frame system, belong to technical field of structural engineering.
Background technology
2,000,000,000 square metres of China's annual town and country newly constructed house areas wherein are the high energy consumption building more than 80%, China unit's building area energy consumption is more than 2 times of developed country.Join in a common effort meter according to Chinese steel, China's output of steel was broken through 700,000,000 tons of high pointes in 2011, was sure to occupy output of steel first place, countries in the world in continuous 16 years, and developed country's steel building area accounts for overall floorage more than 50%, and Japan accounts for 80%, and China is less than 4%.China's conduct is the country of construction scope, steel output maximum in the world, and the development of house (comprising dwelling house) steel work seriously lags behind.
At present, the system research to the high-rise steel structure dwelling house both at home and abroad is in the starting stage, and the system innovation of industrialization assembling high-rise steel structure is imperative.Adopted a large amount of welding during the construction of traditional housing building of steel-structure, speed of application is slow, and seriously polluted to environment the most important thing is that the quality of weld seam should not be controlled, and has a strong impact on the security performance of building.
Summary of the invention
The present invention proposes a kind of real abdomen formula of industrialization assembling post through beam steel structure frame system that belongs to technical field of structural engineering.Its purpose is in the production of steel structure system and construction, with modularization, and batch production, standardization and assemblingization combine, realized batch production production, assemble fast at the scene, under the prerequisite that guarantees construction quality, improve speed of application, reduced the construction period, reduced construction costs.This structural system can the realization body steel structure frame Fast Installation, and can resist earthquake and wind load, embodied the advantage of steel work.Assembling column described in the present invention connects at the bean column node place in addition, one root post length can run through 4～5 floor height, column splices in the stressed little inflection point place of floor intermediolateral column by the bolt scene, thereby form multilayer beam slab steel framed structure, further guarantee bean column node rigidity, and be conducive to speed of application and quality.
The real abdomen formula of described industrialization assembling post through beam steel structure frame system is characterized in that this structural system adopts bolts assemblies to form by assembling floor and assembling column; Described assembling floor is spliced by A plate and 2 kinds of assembling floors of B plate;
Described assembling floor comprises section steel beam and floor, described section steel beam is connected with other section steel beams or column by beam-ends shrouding and beam upper cover plate, forms the beam slab steel framed structure, again floor is placed on the beam slab frame construction and connect, form the assembling beam slab; Described assembling beam slab is prefabricated in the factory, and at the construction field (site) the bean column node of assembling beam slab by its beam-ends shrouding and beam upper cover plate and assembling column is spliced mutually; Described assembling column connects at the bean column node place, and a root post length can run through 4～5 floor height, and column splices in the stressed little inflection point place of floor intermediolateral column by the bolt scene, thereby forms multilayer beam slab steel framed structure; Described assembling beam slab and each member of assembling column all are prefabricated in the factory, and assemble by bolt the job site.
The real abdomen formula of described industrialization assembling post through beam steel structure frame system is characterized in that its assembling beam slab comprises two kinds of specifications, is respectively A plate and B plate;
Described A plate comprises shaped steel length and width girder 8, the short wide girder 9 of shaped steel, the long narrow girder 10 of shaped steel, the short narrow girder 11 of shaped steel, Bolster end cover I12, Bolster end cover II13, Bolster end cover III16, Bolster end cover IV17 and floor 14; The short wide girder 9 of shaped steel vertically and by beam upper cover plate I12 is connected mutually with shaped steel length and width girder 8, and beam upper cover plate I12 is welded in the top, beam-ends top flange of the short wide girder 9 of shaped steel and shaped steel length and width girder 8; The other end of the short wide girder 9 of shaped steel is connected with and the long narrow girder 10 of the shaped steel of shaped steel length and width girder 8 levels, and the short wide girder 9 of shaped steel links to each other by Bolster end cover II13 with the long narrow girder 10 of shaped steel, and beam upper cover plate II13 is welded in the top, beam-ends top flange of the short wide girder 9 of shaped steel and the long narrow girder 10 of shaped steel; The other end of the long narrow girder 10 of shaped steel is connected with the short narrow girder 11 of shaped steel, shaped steel length and width girder 8 is relative with long narrow girder 10 levels of shaped steel, the short narrow girder 11 of shaped steel is relative with short wide girder 9 levels of shaped steel, and the short narrow girder 11 of shaped steel all is weldingly connected with Bolster end cover IV17 with the beam-ends top flange of the long narrow girder 10 of shaped steel; The other end of the short narrow girder 11 of shaped steel and shaped steel length and width girder 8 are connected by Bolster end cover III16, and beam upper cover plate III16 is welded in the top, the beam-ends edge of a wing that shaped steel is lacked narrow girder 11 and shaped steel length and width girder 8; The last bottom flange of each section steel beam end all is weldingly connected with a beam-ends shrouding; The part that Bolster end cover I12, Bolster end cover II13, Bolster end cover III16 and Bolster end cover IV17 stretch out beam all has bolt hole; End, described adjacent mutually perpendicular two section steel beam bottom flange is all installed junction plate 15 by a beam-ends and is linked to each other, beam-ends is installed junction plate 15 and by bolts at two ends adjacent mutually perpendicular two section steel beam bottom flanges is linked to each other, beam-ends is installed junction plate 15 only for installing and using, and namely lays down beam-ends at the construction field (site) behind the beam installation in position junction plate 15 is installed; Described shaped steel length and width girder 8, the short wide girder 9 of shaped steel, the long narrow girder 10 of shaped steel, the short narrow girder 11 of shaped steel constitute a rectangular frame A
1The same connecting method, shaped steel length and width girder 8, the long narrow girder 10 of shaped steel constitute a rectangular frame A with the short narrow girder 11 of shaped steel
2Each framework is with A
1A
2A
1Be that both sides are A
1, the centre is some A
2Mode connect and compose the under(-)chassis of a splicing; The splicing of each framework connects by short narrow girder 11 alignment of shaped steel and with bolt, and each shaped steel length and width girder 8 is positioned on the straight line, and the long narrow girder 10 of each shaped steel is positioned on the straight line; Section steel beam slab frame construction links to each other with floor 14 by top, section steel beam top flange anchoring piece, thereby forms assembling beam slab A; All prefabricated and assemblings in factory of all members of described A plate;
Described B plate comprises the short wide girder 9 of shaped steel, the long narrow girder 10 of shaped steel, shaped steel short narrow girder 11, Bolster end cover II13, Bolster end cover IV17 and floor 14; The two ends of the short wide girder 9 of shaped steel vertically link to each other mutually with the long narrow girders 10 of two shaped steel respectively, and connected mode is with beam upper cover plate II13 and connects, and beam upper cover plate II13 is welded in the top, beam-ends top flange that shaped steel is lacked wide girder 9 and the long narrow girder 10 of shaped steel; The other end of two long narrow girders 10 of shaped steel is connected respectively with the two ends of the short narrow girder 11 of shaped steel, and connected mode is with beam upper cover plate IV17 and connects, and beam upper cover plate IV17 is welded in the top, beam-ends top flange of the short narrow girder 11 of shaped steel and the long narrow girder 10 of shaped steel; Thereby long narrow girder 10 levels of two shaped steel are relative, and the short narrow girder 11 of shaped steel is relative with short wide girder 9 levels of shaped steel; The last bottom flange of each section steel beam end and a beam-ends shrouding are weldingly connected; The part that Bolster end cover I12, Bolster end cover II13, Bolster end cover III16 and Bolster end cover IV17 stretch out beam all has bolt hole; End, described adjacent mutually perpendicular two section steel beam bottom flange is all installed junction plate 15 by a beam-ends and is linked to each other, beam-ends is installed junction plate 15 and by bolts at two ends adjacent mutually perpendicular two section steel beam bottom flanges is linked to each other, beam-ends is installed junction plate 15 only for installing and using, and namely lays down beam-ends at the construction field (site) behind the beam installation in position junction plate 15 is installed; The long narrow girder 10 of described two shaped steel, the short wide girder 9 of shaped steel, the short narrow girder 11 of shaped steel constitute a rectangular frame B
1The same connecting method, two long narrow girders 10 of shaped steel and two short narrow girders 11 of shaped steel constitute a rectangular frame B
2Each framework is with B
1B
2B
1Be that both sides are B
1, the centre is some B
2Mode connect and compose the under(-)chassis of a splicing; Each framework splicing connects by short narrow girder 11 alignment of shaped steel and with bolt, and the long narrow girder 10 of shaped steel of the every side that is connected with the short narrow girder 11 of shaped steel all is positioned on the straight line; The beam slab steel frame links to each other with floor 14 by top, section steel beam top flange anchoring piece, thereby constitutes section steel beam floor B; All prefabricated and assemblings in factory of all members of described B plate;
In the real abdomen formula of the industrialization assembling post through beam of the present invention steel structure frame system, its assembling column 6 is made up of box post 1, junction plate 2, node shrouding 3, node supporting plate 4, floor 5; Its bean column node has three kinds of forms, is respectively two to node, three-dimensional node and four-way node; Can be divided into the column of 3 kinds of forms according to the difference of its bean column node, be respectively two-way column 6I, three-dimensional column 6II and four-way column 6III; With junction plate 2, node supporting plate 4 side that is welded on box post 7 of level respectively, then between junction plate 2 and node supporting plate 4 with twice floor 5 parallel being welded on the box post 7; The other end of junction plate 2, node supporting plate 4 and two floors 5 all welds mutually with a node shrouding 3, is two-way column 6I thereby the same way of box post 1 an adjacent side forms two to the node column; It is three-dimensional column 6II that thereby the same way in box post 1 other both sides forms three-dimensional node column; It is four-way column 6III that thereby the same way of box post 1 other three sides forms four-way node column; Wherein junction plate 2, node shrouding 3, node supporting plate 4 all have bolt hole, splice with bolt with beam-ends shrouding and beam upper cover plate; Described three kinds of assembling columns are all finished at produce in factory;
In the real abdomen formula of the industrialization assembling post through beam of the present invention steel structure frame system, its assembling column 6 carries out the scene splicing with section steel beam floor A and section steel beam floor B by bolt, it is characterized in that, the end, bottom flange of shaped steel length and width girder 8, the short wide girder 9 of shaped steel, the long narrow girder 10 of shaped steel and the short narrow girder 11 of shaped steel has bolt hole, connects with bolt at corresponding bolt hole place with the node supporting plate 4 of assembling column 6; The junction plate 2 of each Bolster end cover I12 of the short wide girder 9 of shaped steel length and width girder 8, shaped steel, the long narrow girder 10 of shaped steel and the short narrow girder 11 of shaped steel or Bolster end cover II13 or Bolster end cover III16 or Bolster end cover IV17 and assembling column 6 is connected with bolt by respective bolt holes; Simultaneously, each beam-ends shrouding of shaped steel length and width girder 8, the short wide girder 9 of shaped steel, the long narrow girder 10 of shaped steel and the short narrow girder 11 of shaped steel adopts bolt to be connected with the node shrouding 3 of assembling column 6 by respective bolt holes; Thereby finish being connected of A plate or B plate and assembling column 6;
A plate and its connection features of B plate intersection are, the stitching position of the long narrow girder 10 of the shaped steel of A plate and the long narrow girder 10 of shaped steel of corresponding B plate is at least end, middle part and 1/4th places of the long narrow girder 10 of shaped steel of the long narrow girder 10 of shaped steel of A plate and B plate, and all splicings are all adopted bolt to carry out scene to splice;
In the real abdomen formula of industrialization assembling post through beam steel structure frame system, the splicing of assembling column 6 is welded to connect plate 7 respectively by box post 1 inboard four sides, junction plate 7 the latter halfs and the welding of box post, the first half has the threaded shank hole, relative with the bolt hole of another box post downside, with bolt column is spliced.
Described floor 14 uses profiled steel sheet combination floor, perhaps reinforced concrete floor, perhaps OSB shaving board.
Beneficial effect of the present invention is, in the real abdomen formula of above-mentioned industrialization assembling post through beam steel structure frame system, adopt bolt to carry out site assembly fully, traditional on-the-spot welding manner and concreting mode have been cancelled, effectively guaranteed construction quality, the environment pollution of having avoided the welding of concreting and steel to cause fully, the three no standards of " anhydrous, the nothing fire, dustless " of realization site operation have reduced the generation of hazardous accidents such as fire.When the present invention removes at member, can recycle efficiently, reduced building waste, real realization the theory of environmental protection, be a kind of green, the steel structure system of sustainable development.
Description of drawings
Fig. 1 is assembling beam slab splicing layout plan of the present invention
Fig. 2 is the two-way bean column node schematic diagram of assembling beam slab of the present invention
Fig. 3 is assembling beam slab three-dimensional bean column node schematic diagram of the present invention
Fig. 4 is assembling beam slab four-way bean column node schematic diagram of the present invention
Fig. 5 is assembling column splicing schematic diagram of the present invention
Fig. 6 is assembling beam slab A of the present invention unit exploded view
Fig. 7 is that assembling beam slab A unit splicing of the present invention is finished figure
Fig. 8 is assembling beam slab B of the present invention unit exploded view
Fig. 9 is that assembling beam slab B unit splicing of the present invention is finished figure
Figure 10 is assembling beam slab A of the present invention, B and column assembly unit exploded view
Figure 11 is that figure is finished in assembling beam slab A of the present invention, B and column assembly unit
Figure 12 is assembling beam slab node 1 exploded view in the accompanying drawing of the present invention
Figure 13 is assembling beam slab node 2 exploded views in the accompanying drawing of the present invention
Figure 14 is assembling beam slab node 3 exploded views in the accompanying drawing of the present invention
Figure 15 is assembling beam slab node 4 exploded views in the accompanying drawing of the present invention
Figure 16 is assembling beam slab assembly node 5 exploded views in the accompanying drawing of the present invention
Figure 17 is assembling beam slab assembly node 6 exploded views in the accompanying drawing of the present invention
Figure 18 is assembling beam slab assembly node 7 exploded views in the accompanying drawing of the present invention
Figure 19 is assembling beam slab assembly node 8 exploded views in the accompanying drawing of the present invention
Figure 20 is the real abdomen formula of industrialization assembling post through beam of the present invention steel structure frame system part layer schematic diagram.
1. box posts among the figure, 2. junction plate, 3. node shrouding, 4. node supporting plate, 5. floor, 6. assembling column, 7. column junction plate, 8. shaped steel length and width girder, the 9. short wide girder of shaped steel, 10. shaped steel is grown narrow girder, the short narrow girder of 11. shaped steel, 12. Bolster end cover I, 13. Bolster end cover II, 14. floors, 15. beam-ends are installed junction plate, 16. Bolster end cover III, 17. Bolster end cover IV.
The specific embodiment
The present invention is described in detail below in conjunction with accompanying drawing:
As shown in Figure 1, assembling truss plate of the present invention is that both sides are the A plate with ABBBBA, middle splices for the mode of some B plates and assembling column.
Shown in accompanying drawing 2,3,4, its assembling column 6 is made up of box post 1, junction plate 2, node shrouding 3, node supporting plate 4, floor 5; Its bean column node has three kinds of forms, is respectively two to node, three-dimensional node and four-way node; Can be divided into the column of 3 kinds of forms according to the difference of its bean column node, be respectively two-way column 6I, three-dimensional column 6II and four-way column 6III; With junction plate 2, node supporting plate 4 side that is welded on box post 7 of level respectively, then between junction plate 2 and node supporting plate 4 with twice floor 5 parallel being welded on the box post 7; The other end of junction plate 2, node supporting plate 4 and two floors 5 all welds mutually with a node shrouding 3, is two-way column 6I thereby the same way of box post 1 an adjacent side forms two to the node column; It is three-dimensional column 6II that thereby the same way in box post 1 other both sides forms three-dimensional node column; It is four-way column 6III that thereby the same way of box post 1 other three sides forms four-way node column; Wherein junction plate 2, node shrouding 3, node supporting plate 4 all have bolt hole, splice with bolt with beam-ends shrouding and beam upper cover plate; Described three kinds of assembling columns are all finished at produce in factory.
As shown in Figure 5, in the real abdomen formula of industrialization assembling post through beam steel structure frame system, the splicing of assembling column 6 is welded to connect plate 7 respectively by box post 1 inboard four sides, junction plate 7 the latter halfs and the welding of box post, the first half has the threaded shank hole, relative with the bolt hole of another box post downside, with bolt column is spliced.
Shown in accompanying drawing 6,7, in the real abdomen formula of industrialization assembling post through beam steel structure frame system, described A plate comprises shaped steel length and width girder 8, the short wide girder 9 of shaped steel, the long narrow girder 10 of shaped steel, the short narrow girder 11 of shaped steel, Bolster end cover I12, Bolster end cover II13, Bolster end cover III16, Bolster end cover IV17 and floor 14; The short wide girder 9 of shaped steel vertically and by beam upper cover plate I12 is connected mutually with shaped steel length and width girder 8, and beam upper cover plate I12 is welded in the top, beam-ends top flange of the short wide girder 9 of shaped steel and shaped steel length and width girder 8; The other end of the short wide girder 9 of shaped steel is connected with and the long narrow girder 10 of the shaped steel of shaped steel length and width girder 8 levels, and the short wide girder 9 of shaped steel links to each other by Bolster end cover II13 with the long narrow girder 10 of shaped steel, and beam upper cover plate II13 is welded in the top, beam-ends top flange of the short wide girder 9 of shaped steel and the long narrow girder 10 of shaped steel; The other end of the long narrow girder 10 of shaped steel is connected with the short narrow girder 11 of shaped steel, shaped steel length and width girder 8 is relative with long narrow girder 10 levels of shaped steel, the short narrow girder 11 of shaped steel is relative with short wide girder 9 levels of shaped steel, and the short narrow girder 11 of shaped steel all is weldingly connected with Bolster end cover IV17 with the beam-ends top flange of the long narrow girder 10 of shaped steel; The other end of the short narrow girder 11 of shaped steel and shaped steel length and width girder 8 are connected by Bolster end cover III16, and beam upper cover plate III16 is welded in the top, the beam-ends edge of a wing that shaped steel is lacked narrow girder 11 and shaped steel length and width girder 8; The last bottom flange of each section steel beam end all is weldingly connected with a beam-ends shrouding; The part that Bolster end cover I12, Bolster end cover II13, Bolster end cover III16 and Bolster end cover IV17 stretch out beam all has bolt hole; End, described adjacent mutually perpendicular two section steel beam bottom flange is all installed junction plate 15 by a beam-ends and is linked to each other, beam-ends is installed junction plate 15 and by bolts at two ends adjacent mutually perpendicular two section steel beam bottom flanges is linked to each other, beam-ends is installed junction plate 15 only for installing and using, and namely lays down beam-ends at the construction field (site) behind the beam installation in position junction plate 15 is installed; Described shaped steel length and width girder 8, the short wide girder 9 of shaped steel, the long narrow girder 10 of shaped steel, the short narrow girder 11 of shaped steel constitute a rectangular frame A
1The same connecting method, shaped steel length and width girder 8, the long narrow girder 10 of shaped steel constitute a rectangular frame A with the short narrow girder 11 of shaped steel
2Each framework is with A
1A
2A
1Be that both sides are A
1, the centre is some A
2Mode connect and compose the under(-)chassis of a splicing; The splicing of each framework connects by short narrow girder 11 alignment of shaped steel and with bolt, and each shaped steel length and width girder 8 is positioned on the straight line, and the long narrow girder 10 of each shaped steel is positioned on the straight line; Section steel beam slab frame construction links to each other with floor 14 by top, section steel beam top flange anchoring piece, thereby forms assembling beam slab A; All prefabricated and assemblings in factory of all members of described A plate;
Shown in accompanying drawing 8,9, in the real abdomen formula of industrialization assembling post through beam steel structure frame system, described B plate comprises the short wide girder 9 of shaped steel, the long narrow girder 10 of shaped steel, shaped steel short narrow girder 11, Bolster end cover II13, Bolster end cover IV17 and floor 14; The two ends of the short wide girder 9 of shaped steel vertically link to each other mutually with the long narrow girders 10 of two shaped steel respectively, and connected mode is with beam upper cover plate II13 and connects, and beam upper cover plate II13 is welded in the top, beam-ends top flange that shaped steel is lacked wide girder 9 and the long narrow girder 10 of shaped steel; The other end of two long narrow girders 10 of shaped steel is connected respectively with the two ends of the short narrow girder 11 of shaped steel, and connected mode is with beam upper cover plate IV17 and connects, and beam upper cover plate IV17 is welded in the top, beam-ends top flange of the short narrow girder 11 of shaped steel and the long narrow girder 10 of shaped steel; Thereby long narrow girder 10 levels of two shaped steel are relative, and the short narrow girder 11 of shaped steel is relative with short wide girder 9 levels of shaped steel; The last bottom flange of each section steel beam end and a beam-ends shrouding are weldingly connected; The part that Bolster end cover I12, Bolster end cover II13, Bolster end cover III16 and Bolster end cover IV17 stretch out beam all has bolt hole; End, described adjacent mutually perpendicular two section steel beam bottom flange is all installed junction plate 15 by a beam-ends and is linked to each other, beam-ends is installed junction plate 15 and by bolts at two ends adjacent mutually perpendicular two section steel beam bottom flanges is linked to each other, beam-ends is installed junction plate 15 only for installing and using, and namely lays down beam-ends at the construction field (site) behind the beam installation in position junction plate 15 is installed; The long narrow girder 10 of described two shaped steel, the short wide girder 9 of shaped steel, the short narrow girder 11 of shaped steel constitute a rectangular frame B
1The same connecting method, two long narrow girders 10 of shaped steel and two short narrow girders 11 of shaped steel constitute a rectangular frame B
2Each framework is with B
1B
2B
1Be that both sides are B
1, the centre is some B
2Mode connect and compose the under(-)chassis of a splicing; Each framework splicing connects by short narrow girder 11 alignment of shaped steel and with bolt, and the long narrow girder 10 of shaped steel of the every side that is connected with the short narrow girder 11 of shaped steel all is positioned on the straight line; The beam slab steel frame links to each other with floor 14 by top, section steel beam top flange anchoring piece, thereby constitutes section steel beam floor B; All prefabricated and assemblings in factory of all members of described B plate.
Shown in accompanying drawing 10,11, in the real abdomen formula of the industrialization assembling post through beam of the present invention steel structure frame system, its assembling column 6 carries out the scene splicing with section steel beam floor A and section steel beam floor B by bolt, it is characterized in that, the end, bottom flange of shaped steel length and width girder 8, the short wide girder 9 of shaped steel, the long narrow girder 10 of shaped steel and the short narrow girder 11 of shaped steel has bolt hole, connects with bolt at corresponding bolt hole place with the node supporting plate 4 of assembling column 6; The junction plate 2 of each Bolster end cover I12 of the short wide girder 9 of shaped steel length and width girder 8, shaped steel, the long narrow girder 10 of shaped steel and the short narrow girder 11 of shaped steel or Bolster end cover II13 or Bolster end cover III16 or Bolster end cover IV17 and assembling column 6 is connected with bolt by respective bolt holes; Simultaneously, each beam-ends shrouding of shaped steel length and width girder 8, the short wide girder 9 of shaped steel, the long narrow girder 10 of shaped steel and the short narrow girder 11 of shaped steel adopts bolt to be connected with the node shrouding 3 of assembling column 6 by respective bolt holes; Thereby finish being connected of A plate or B plate and assembling column 6;
A plate and its connection features of B plate intersection are, the stitching position of the long narrow girder 10 of the shaped steel of A plate and the long narrow girder 10 of shaped steel of corresponding B plate is at least end, middle part and 1/4th places of the long narrow girder 10 of shaped steel of the long narrow girder 10 of shaped steel of A plate and B plate, and all splicings are all adopted bolt to carry out scene to splice.
In sum, the whole floor of A, B splicing has node 5, node 6,8 four kinds of different joint forms of node 7 and node in splicing place.
In the real abdomen formula of above-mentioned industrialization assembling post through beam steel structure frame system, shown in accompanying drawing 12,13,14,15, made the exploded detail of assembling beam slab node 1,2,3,4 respectively; Shown in accompanying drawing 16,17,18,19, made the assembling exploded detail of assembling beam slab assembly node 5,6,7,8 respectively; Accompanying drawing 20 has provided the schematic diagram of the real abdomen formula of industrialization assembling post through beam steel structure frame system part layer.
Claims (5)
1. the through steel structure frame system of industrialization assembling post is characterized in that, this structural system adopts bolts assemblies to form by assembling floor and assembling column; Described assembling floor is spliced by A plate and 2 kinds of assembling floors of B plate;
Described assembling floor comprises section steel beam and floor, described section steel beam is connected with other section steel beams or column by beam-ends shrouding and beam upper cover plate, forms the beam slab steel framed structure, again floor is placed on the beam slab frame construction and connect, form the assembling beam slab; Described assembling beam slab is prefabricated in the factory, and at the construction field (site) the bean column node of assembling beam slab by its beam-ends shrouding and beam upper cover plate and assembling column (6) is spliced mutually; Described assembling column (6) connects at the bean column node place, an assembling column (6) length can run through 4～5 floor height, assembling column (6) splices in the stressed little inflection point place of floor intermediolateral column by the bolt scene, thereby forms multilayer beam slab steel framed structure; Described assembling beam slab and each member of assembling column (6) all are prefabricated in the factory, and assemble by bolt the job site.
2. according to the through steel structure frame system of a kind of industrialization assembling post of claim 1, it is characterized in that its assembling beam slab comprises two kinds of specifications, be respectively A plate and B plate;
Described A plate comprises the short wide girder (9) of shaped steel length and width girder (8), shaped steel, the long narrow girder (10) of shaped steel, the short narrow girder (11) of shaped steel, Bolster end cover I(12), Bolster end cover II(13), Bolster end cover III(16), Bolster end cover IV(17) and floor (14); The short wide girder of shaped steel (9) and shaped steel length and width girder (8) mutually vertical and by beam upper cover plate I(12) be connected beam upper cover plate I(12) be welded in the top, beam-ends top flange that shaped steel is lacked wide girder (9) and shaped steel length and width girder (8); The other end of the short wide girder of shaped steel (9) is connected with and the long narrow girder (10) of the shaped steel of shaped steel length and width girder (8) level, and the short wide girder of shaped steel (9) and the long narrow girder of shaped steel (10) are by Bolster end cover II(13) link to each other beam upper cover plate II(13) be welded in the top, beam-ends top flange that shaped steel is lacked wide girder (9) and the long narrow girder of shaped steel (10); The other end of the long narrow girder of shaped steel (10) is connected with the short narrow girder of shaped steel (11), shaped steel length and width girder (8) is relative with long narrow girder (10) level of shaped steel, the short narrow girder of shaped steel (11) is relative with short wide girder (9) level of shaped steel, the beam-ends top flange of the short narrow girder of shaped steel (11) and the shaped steel narrow girder of length (10) all with Bolster end cover IV(17) be weldingly connected; The other end of the short narrow girder of shaped steel (11) and shaped steel length and width girder (8) are by Bolster end cover III(16) be connected beam upper cover plate III(16) be welded in the top, the beam-ends edge of a wing that shaped steel is lacked narrow girder (11) and shaped steel length and width girder (8); The last bottom flange of each section steel beam end all is weldingly connected with a beam-ends shrouding; Bolster end cover I(12), Bolster end cover III(16 Bolster end cover II(13)) and Bolster end cover IV(17) part of stretching out beam all has bolt hole; End, described adjacent mutually perpendicular two section steel beam bottom flange is all installed junction plate (15) by a beam-ends and is linked to each other, beam-ends is installed junction plate (15) and by bolts at two ends adjacent mutually perpendicular two section steel beam bottom flanges is linked to each other, beam-ends is installed junction plate (15) only for installing and using, and namely lays down beam-ends at the construction field (site) behind the beam installation in position junction plate (15) is installed; Described shaped steel length and width girder (8), the short wide girder (9) of shaped steel, the long narrow girder (10) of shaped steel, the short narrow girder of shaped steel (11) constitute a rectangular frame A
1The same connecting method, shaped steel length and width girder (8), the long narrow girder of shaped steel (10) constitute a rectangular frame A with the short narrow girder of shaped steel (11)
2Each framework is with A
1A
2A
1Be that both sides are A
1, the centre is some A
2Mode connect and compose the under(-)chassis of a splicing; The splicing of each framework connects by the short narrow girder of shaped steel (11) alignment and with bolt, and each shaped steel length and width girder (8) is positioned on the straight line, and long narrow girder of each shaped steel (10) is positioned on the straight line; Section steel beam slab frame construction links to each other with floor (14) by top, section steel beam top flange anchoring piece, thereby forms assembling beam slab A; All prefabricated and assemblings in factory of all members of described A plate;
Described B plate comprises the short wide girder (9) of shaped steel, the long narrow girder (10) of shaped steel, the short narrow girder (11) of shaped steel, Bolster end cover II(13), Bolster end cover IV(17) and floor (14); The two ends of the short wide girder of shaped steel (9) vertically link to each other mutually with the long narrow girders of two shaped steel (10) respectively, and connected mode is with beam upper cover plate II(13) connect beam upper cover plate II(13) be welded in the top, beam-ends top flange that the short wide girder (9) of shaped steel and shaped steel are grown narrow girder (10); The other end of two long narrow girders of shaped steel (10) is connected respectively with the two ends of the short narrow girder of shaped steel (11), and connected mode is with beam upper cover plate IV(17) connect beam upper cover plate IV(17) be welded in the top, beam-ends top flange that the short narrow girder (11) of shaped steel and shaped steel are grown narrow girder (10); Thereby long narrow girder (10) level of two shaped steel is relative, and the short narrow girder of shaped steel (11) is relative with short wide girder (9) level of shaped steel; The last bottom flange of each section steel beam end and a beam-ends shrouding are weldingly connected; Bolster end cover I(12), Bolster end cover III(16 Bolster end cover II(13)) and Bolster end cover IV(17) part of stretching out beam all has bolt hole; End, described adjacent mutually perpendicular two section steel beam bottom flange is all installed junction plate (15) by a beam-ends and is linked to each other, beam-ends is installed junction plate (15) and by bolts at two ends adjacent mutually perpendicular two section steel beam bottom flanges is linked to each other, beam-ends is installed junction plate (15) only for installing and using, and namely lays down beam-ends at the construction field (site) behind the beam installation in position junction plate (15) is installed; The long narrow girder (10) of described two shaped steel, the short wide girder (9) of shaped steel, the short narrow girder of shaped steel (11) constitute a rectangular frame B
1The same connecting method, two long narrow girders of shaped steel (10) constitute a rectangular frame B with the short narrow girders of two shaped steel (11)
2Each framework is with B
1B
2B
1Be that both sides are B
1, the centre is some B
2Mode connect and compose the under(-)chassis of a splicing; Each framework splicing connects by the short narrow girder of shaped steel (11) alignment and with bolt, and the long narrow girder of shaped steel (10) of the every side that is connected with the short narrow girder of shaped steel (11) all is positioned on the straight line; The beam slab steel frame links to each other with floor (14) by top, section steel beam top flange anchoring piece, thereby constitutes section steel beam floor B; All prefabricated and assemblings in factory of all members of described B plate;
Assembling column (6) is made up of box post (1), junction plate (2), node shrouding (3), node supporting plate (4), floor (5); Its bean column node has three kinds of forms, is respectively two to node, three-dimensional node and four-way node; Can be divided into the column of 3 kinds of forms according to the difference of its bean column node, be respectively two-way column (6I), three-dimensional column (6II) and four-way column (6III); With junction plate (2), node supporting plate (4) side that is welded on box post (7) of level respectively, between junction plate (2) and node supporting plate (4), be welded on the box post (7) twice floor (5) is parallel then; The other end of junction plate (2), node supporting plate (4) and two floors (5) all welds mutually with a node shrouding (3), box post (1) thus it is two-way column (6I) to the node column that the same way of an adjacent side forms two; Box post (1) thus in addition the same way in both sides to form three-dimensional node column be three-dimensional column (6II); Box post (1) thus the same way of other three sides forms the four-way node that column is four-way column (6III); Wherein junction plate (2), node shrouding (3), node supporting plate (4) all have bolt hole, splice with bolt with beam-ends shrouding and beam upper cover plate; Described three kinds of assembling columns are all finished at produce in factory.
3. according to the through steel structure frame system of a kind of industrialization assembling post of claim 2, its assembling column (6) carries out the scene splicing with section steel beam floor A and section steel beam floor B by bolt, it is characterized in that, the end, bottom flange of shaped steel length and width girder (8), the short wide girder (9) of shaped steel, the long narrow girder (10) of shaped steel and the short narrow girder of shaped steel (11) has bolt hole, connects with bolt at corresponding bolt hole place with the node supporting plate (4) of assembling column (6); Shaped steel length and width girder (8), shaped steel are lacked each Bolster end cover I(12 of wide girder (9), the long narrow girder (10) of shaped steel and the short narrow girder of shaped steel (11)) or Bolster end cover II(13) or Bolster end cover III(16) or Bolster end cover IV(17) be connected with bolt by respective bolt holes with the junction plate (2) of assembling column (6); Simultaneously, each beam-ends shrouding of shaped steel length and width girder (8), the short wide girder (9) of shaped steel, the long narrow girder (10) of shaped steel and the short narrow girder of shaped steel (11) adopts bolt to be connected with the node shrouding (3) of assembling column (6) by respective bolt holes; Thereby finish being connected of A plate or B plate and assembling column (6);
A plate and its connection features of B plate intersection are, the stitching position of the long narrow girder of the shaped steel of A plate (10) and the long narrow girder of shaped steel (10) of corresponding B plate is at least end, middle part and 1/4th places of the long narrow girder of shaped steel (10) of the long narrow girder (10) of shaped steel of A plate and B plate, and all splicings are all adopted bolt to carry out the scene to splice.
4. according to the through steel structure frame system of a kind of industrialization assembling post of claim 2, it is characterized in that, the splicing of assembling column (6) is welded to connect plate (7) respectively by the inboard four sides of box post (1), junction plate (7) the latter half and the welding of box post, the first half has the threaded shank hole, relative with the bolt hole of another box post downside, with bolt column is spliced.
5. according to the through steel structure frame system of a kind of industrialization assembling post of claim 2, it is characterized in that described floor (14) uses profiled steel sheet combination floor, perhaps reinforced concrete floor, perhaps OSB shaving board.
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| CN104929287A (en) * | 2015-06-30 | 2015-09-23 | 北京工业大学 | Novel modular assembled lower-layer thin-walled cold-formed steel floor module |
| CN105544733A (en) * | 2013-12-13 | 2016-05-04 | 赫鹏城科工程咨询公司 | Structural frame system for supporting buildings and assemble method thereof |
| CN107060109A (en) * | 2017-03-05 | 2017-08-18 | 北京工业大学 | A kind of assembly concrete-filled steel tube post post connected mode |
| CN113931294A (en) * | 2021-10-09 | 2022-01-14 | 北新建材集团有限公司 | Assembled house system |
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|---|---|
| CN103290922B (en) | 2015-11-25 |
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Address after: 100088 room 500, 18 building, 11 De Sheng Men street, Xicheng District, Beijing. Patentee after: BEIJING SGBEST TECHNOLOGY INDUSTRY GROUP Co.,Ltd. Address before: 100088 room 500, 18 building, 11 De Sheng Men street, Xicheng District, Beijing. Patentee before: STATE GRID BEST SCIENCE AND TRADE Co.,Ltd. |
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Effective date of registration: 20181025 Address after: 100088 room 500, 18 building, 11 De Sheng Men street, Xicheng District, Beijing. Patentee after: STATE GRID BEST SCIENCE AND TRADE Co.,Ltd. Address before: No. 100, Chaoyang District flat Park, Beijing, Beijing Patentee before: Beijing University of Technology |