CN103882940A - Modularized multi-story and high-rise assembly type steel structure meshed steel beam frame system - Google Patents
Modularized multi-story and high-rise assembly type steel structure meshed steel beam frame system Download PDFInfo
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- CN103882940A CN103882940A CN201410104258.6A CN201410104258A CN103882940A CN 103882940 A CN103882940 A CN 103882940A CN 201410104258 A CN201410104258 A CN 201410104258A CN 103882940 A CN103882940 A CN 103882940A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 125
- 239000010959 steel Substances 0.000 title claims abstract description 125
- 239000003351 stiffeners Substances 0.000 claims description 97
- 238000003466 welding Methods 0.000 claims description 65
- 238000000034 methods Methods 0.000 claims description 9
- 230000000712 assembly Effects 0.000 claims description 5
- 239000000203 mixtures Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 5
- 238000000354 decomposition reactions Methods 0.000 description 5
- 238000010586 diagrams Methods 0.000 description 4
- 238000010008 shearing Methods 0.000 description 2
- 239000002699 waste materials Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering processes Methods 0.000 description 1
- 238000009776 industrial production Methods 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
Abstract
Description
Technical field
The present invention relates to modular how high-rise assembling type steel structure interlock steel girder frame system, belong to technical field of structural engineering.
Background technology
At present, how high-rise assembling type steel structure system is the main direction of system of steel residential structure development.Traditional housing building of steel-structure has adopted a large amount of Site Weldings while construction, 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, have a strong impact on the security performance of building, assembling type steel structure system has overcome the shortcoming of traditional steel house effectively.
In assembling type steel structure system, the on-site consolidation node of Liang Heliang is a key issue.In existing assembling type steel structure system, conventionally adopt to be that two channel-section steels carry out assembled, the web docking of two channel-section steels, connects by bolt, forms assembling H shaped steel.But in this connecting method, shearing is to pass to web by bolt, web is plain plate, so the steel using amount of required Number of Bolts and web is very large, shear-carrying capacity has much room for improvement.Meanwhile, while being applied in the assembling type steel structure system of large span, traditional assembled steel member will increase height and the area of beam section significantly, has increased steel using amount.
As can be seen here, it is not very desirable that traditional Steel section member is used in to effect among assembling type steel structure system, not only affects the stress performance of member, and need to consume a large amount of steel, produces unnecessary waste.In sum, create the only way which must be passed that the assembling type steel structure system being made up of a kind of novel primary structure member is assembling type steel structure development.
Summary of the invention
The present invention proposes a kind of modular how high-rise assembling type steel structure interlock steel girder frame system that belongs to technical field of structural engineering.It is a kind of with low cost that its object is to provide, and what stress performance was superior is applicable to assembling type steel structure system.
Technical scheme of the present invention is as follows:
Modular how high-rise assembling type steel structure interlock steel girder frame system, is characterized in that, described how high-rise assembling type steel structure system adopts bolts assemblies to form by assembling floor and assembling flange post; Described assembling floor is by A plate, and 3 kinds of assembling floors of B plate and C plate are spliced; Described corrugated web interlock girder steel is assembled by bolt and prestressed cable by two wave groove girder steels; Advantage is the assembling type steel structure system being made up of corrugated web interlock girder steel, and the bright significant supporting capacity that improves assembling girder steel, has reduced steel using amount, can realize large-scale industrial production and on-the-spot quick assembled type simultaneously, reduces construction period.
Described A plate comprises two short girder I, secondary beam I, secondary beam II, stiffener, floor, column base, junction plate; All members of described A plate all complete in factory process, be then connected with shear key each component assembly is become to described novel fabricated floor A by welding; Two short girder I are vertically put, short girder is connected with stiffener by column base, the flanged plate up and down of column base flushes with the upper bottom flange of vertical two short girder I respectively, two sides of described stiffener are connected with the short girder I edge of a wing respectively, two stiffeners are connected on top flange and bottom flange, and all connecting portions are welding; Secondary beam I is vertical with secondary beam II, vertical with a short girder I, be connected with secondary beam II with a short girder I by stiffener, two sides of described stiffener connect the edge of a wing of a short girder I and secondary beam I, the edge of a wing with secondary beam I and secondary beam II, two stiffeners are connected on top flange and bottom flange, and all connecting portions are all adopted as welding; Secondary beam II is perpendicular to a short girder I and secondary beam I, be connected with a short girder I and secondary beam I by stiffener, two sides of described stiffener connect the edge of a wing of short girder I and secondary beam II, the edge of a wing with secondary beam I and secondary beam II, stiffener is connected on top flange and bottom flange, and all connecting portions are all adopted as welding; Two described junction plates are positioned at the end of short girder I, and the upper and lower side of junction plate is connected with the edge of a wing of short girder I, and a side is connected with the web of short girder I; A junction plate is positioned at the end of secondary beam II, and the upper and lower side of junction plate is connected with the edge of a wing of secondary beam II, and a side is connected with the web of secondary beam II, and described connected mode is all adopted as welding; Floor is positioned in the plane that each beam surrounds, and adopts shear key that floor is connected on each beam.
Described B plate comprises short girder I, short girder II, secondary beam I, secondary beam II, secondary beam III, stiffener, floor, column base, girder end plate, junction plate; All members of described B plate all complete in factory process, be then connected with shear key each component assembly is become to described novel fabricated floor B by welding; Secondary beam I is perpendicular to short girder I and secondary beam III, by stiffener, secondary beam I is connected with short girder I and secondary beam III, two sides of described stiffener connect the edge of a wing of a short girder I and secondary beam I, the edge of a wing with secondary beam I and secondary beam III, two stiffeners are connected on top flange and bottom flange, and all connecting portions are all adopted as welding; Two short girder I are placed on same straight line, are connected by column base, and the flanged plate up and down of column base flushes with the upper bottom flange of two short girder I respectively, and all connecting portions are all adopted as welding; Short girder II is parallel with secondary beam II, vertical with secondary beam III with two short girder I, stiffener is connected with two short girder I, the flanged plate up and down of column base flushes with the upper bottom flange of short girder II respectively, two sides of described stiffener are connected with the edge of a wing of short girder II with short girder I respectively, two stiffeners are connected on top flange and bottom flange, and all connecting portions are all adopted as welding; Secondary beam III is parallel to two short girder I, perpendicular to short girder II, secondary beam I and secondary beam II, is connected with girder end plate by stiffener with short girder II, secondary beam I and secondary beam II; Described girder end plate is positioned at the end of short girder II, and the upper and lower side of girder end plate is connected with the edge of a wing of short girder II, and a side is connected with the web of short girder II; Two sides of described stiffener connect the edge of a wing of secondary beam III and short girder II, and with the edge of a wing that is connected secondary beam III and secondary beam, stiffener is connected on top flange and bottom flange, and all connecting portions are all adopted as welding; Two described junction plates are positioned at the end of short girder I, and the upper and lower side of junction plate is connected with the edge of a wing of short girder I, and a side is connected with the web of short girder I; A junction plate is positioned at the end of secondary beam II, and the upper and lower side of junction plate is connected with the edge of a wing of secondary beam II, and a side is connected with the web of secondary beam II, and described connected mode is all adopted as welding; Floor is positioned in the plane that each beam surrounds, and adopts shear key that floor is connected on each beam.
Described C plate comprises short girder II, secondary beam III, stiffener, floor, column base, girder end plate, junction plate; All members of described C plate all complete in factory process, be then connected with shear key each component assembly is become to described novel fabricated floor C by welding.Described two secondary beam III are vertically placed, and connect by stiffener, and as two adjacent sides of square assembling floor C, all connections are welding; Two other secondary beam III is also vertically placed, and connects by stiffener, and as two other adjacent side of square assembling floor C, all connections are welding; By stiffener, the four edges of C plate is connected, form square frame, two sides of described stiffener are connected with two secondary beam III edges of a wing of vertical placement respectively, and two stiffeners are connected on top flange and bottom flange, and all connecting portions are welding; One end of four short girder II is connected on four sides of column base, the flanged plate up and down of column base flushes with bottom flange in four short girder II respectively, wherein two short girder II point-blank, another two short girder II point-blank, column base is positioned at C Ban center, between two adjacent short girder II, connect by stiffener, two sides of described stiffener are connected with the edge of a wing of two short girder II respectively, two stiffeners are connected on top flange and bottom flange, and all connecting portions are welding; The other end of described short girder II is connected in secondary beam III, be connected with secondary beam III with girder end plate by stiffener, two sides of described stiffener are connected with the edge of a wing of short girder II with secondary beam III respectively, two stiffeners are connected on top flange and bottom flange, and all connecting portions are welding; Described girder end plate is positioned at one end that short girder II is connected with secondary beam III, and the upper and lower side of girder end plate is connected with the edge of a wing of short girder II, and a side is connected with the web of short girder II, and all connecting portions are welding; A described junction plate is positioned at the end of secondary beam II, and the upper and lower side of junction plate is connected with the edge of a wing of secondary beam II, and a side is connected with the web of secondary beam II, and described connected mode is all adopted as welding; Floor is positioned in the plane that each beam surrounds, and adopts shear key that floor is connected on each beam;
Described column base is made up of two flanged plates and a square steel pipe I, and two flanged plates lay respectively on two ends of square steel pipe I, and all connections all adopt welding; Described flange post is made up of a square steel pipe II and two flanged plates, and two flanged plates lay respectively on two ends of square steel pipe II, and all connections all adopt welding; Described flange post is connected with column base, forms steel frame structural system, and all connections are all with bolts;
Described assembling floor A plate and described assembling floor B plate splice, and connecting method is that the secondary beam I of the secondary beam I of A plate and B plate is spliced, and the secondary beam II of A plate and the secondary beam II of B plate are spliced, and all splicings all adopt bolt to carry out scene splicing; Described assembling floor B plate and described assembling floor C plate splice, and connecting method is that the secondary beam III of the secondary beam III of B plate and C plate is spliced, and all splicings all adopt bolt to carry out scene splicing; The basic composition unit of described assembling floor system is A plate, B plate and C plate, four gussets of assembling floor system are A plate unit, what be connected with A plate unit is B plate unit, and what be connected with B plate unit another side is C plate unit, and the middle part of floor system is C plate unit.
Described short girder I, short girder II are H shaped steel, or two back-to-back equivalent H shaped steel that are spliced of channel-section steel, or two equivalent H shaped steel that T-steel is spliced, or four equivalent H shaped steel that angle splice joint forms;
Described secondary beam I, secondary beam II and secondary beam III is assembling corrugated web interlock girder steel, and it is to be formed by bolts assemblies by two wave groove girder steels; Described wave groove girder steel, its section shape of the mouth as one speaks is made up of the upper and lower edge of a wing and web, it is characterized in that, and the upper and lower edge of a wing is parallel to each other, and web is vertically between the upper and lower edge of a wing; The section of described web is the ripple that even or inhomogeneous periodicity repeats, and this ripple section is trapezoidal waviness curve.The described upper and lower edge of a wing is steel plate, a limit parallel with web in steel plate is wavy curve, the shape of waviness curve is identical with the ripple section configuration of web, web is positioned over the waviness curve limit place on the upper and lower edge of a wing, the ripple section of web coincide and is connected with the waviness curve limit on the upper and lower edge of a wing, between web and the upper and lower edge of a wing, is respectively one side fillet weld.
The modular how high-rise assembling type steel structure interlock steel girder frame system that the present invention proposes is the structural system of the wound in assembling high-rise building steel structure system.
Accompanying drawing explanation
Fig. 1 is assembling floor splicing layout plan of the present invention
Fig. 2 is the schematic diagram of assembling floor A plate of the present invention
Fig. 3 is the unit decomposition figure of assembling floor A plate of the present invention
Fig. 4 is the schematic diagram of assembling floor B plate of the present invention
Fig. 5 is the unit decomposition figure of assembling floor B plate of the present invention
Fig. 6 is the schematic diagram of assembling floor C plate of the present invention
Fig. 7 is the unit decomposition figure of assembling floor C plate of the present invention
Fig. 8 is Assembled Building sheet-pile seat unit decomposition figure of the present invention
Fig. 9 is assembling flange pole unit exploded view of the present invention
Figure 10 is the unit decomposition figure of wave groove girder steel;
Figure 11 is the schematic diagram that punches of the beam in assembling floor of the present invention
Figure 12 is assembling design sketch of the present invention
In figure: 1-short girder I, 2-secondary beam III, 3-short girder II, 4-secondary beam I, 5-secondary beam II, 6-stiffener, 7-floor, 8-column base, 9-girder end plate, 10-flanged plate, 11-square steel pipe I, 12-flange post, 13-square steel pipe II, 14-junction plate, the 15-upper and lower edge of a wing, 16-web.
Specific implementation
Below in conjunction with accompanying drawing, the present invention is described in detail:
As shown in Figure 1, the stitching position of assembling floor of the present invention is arranged on shearing and the relatively little place of moment of flexure in girder, and from the angle of structural mechanics, arranging of stitching position is very reasonable.
As Figure 2-3, in the modular how high-rise assembling type steel structure interlock steel girder frame system that the present invention proposes, described A plate comprises short girder I 1, secondary beam I 4, secondary beam II 5, stiffener 6, floor 7, column base 8, junction plate 14; Column base 8 two ends are respectively flanged plate 10; All members of described A plate all complete in factory process, be then connected with shear key each component assembly is become to described novel fabricated floor A by welding; Two short girder I 1 are mutually vertical, two short girder I 1 are connected with stiffener 6 by column base 8, and the flanged plate up and down 10 of column base 8 flushes with the upper bottom flange of vertical two short girder I 1 respectively; Two sides of described stiffener 6 are connected with short girder I 1 edge of a wing respectively, and two stiffeners 6 are connected on top flange and bottom flange, and described connected mode is welding; Secondary beam I 4 one end are vertical with secondary beam II 5, the other end is vertical with a short girder I 1, both are attached thereto by stiffener 6 respectively, two sides of described stiffener 6 connect respectively the edge of a wing of the edge of a wing of a short girder I 1, secondary beam I 4 and secondary beam I 4, secondary beam II 5, two stiffeners 6 are connected on its top flange and bottom flange, and described connection connected mode is all adopted as welding; Secondary beam II 5 is perpendicular to a short girder I 1 and secondary beam I 4, be connected with a short girder I 1 and secondary beam I 4 by stiffener 6, two sides of described stiffener 6 connect the edge of a wing of short girder I 1 and secondary beam II 5, the edge of a wing with secondary beam I 4 and secondary beam II 5, stiffener 6 is connected on its top flange and bottom flange, and described connected mode is all adopted as welding; Two described junction plates 14 are positioned at the end of short girder I 1, and the upper and lower side of junction plate 14 is connected with the edge of a wing of short girder I 1, and a side is connected with the web of short girder I 1; A junction plate 14 is positioned at the end of secondary beam II 5, and the upper and lower side of junction plate 14 is connected with the edge of a wing of secondary beam II 5, and a side is connected with the web of secondary beam II 5, and described connected mode is all adopted as welding; Floor 7 is positioned in the plane space that each beam surrounds, and adopts shear key that floor 7 is connected on each beam.
As shown in Fig. 4-5, in the modular how high-rise assembling type steel structure interlock steel girder frame system that the present invention proposes, described B plate comprises short girder I 1, short girder II 3, secondary beam I 4, secondary beam II 5, secondary beam III 2, stiffener 6, floor 7, column base 8, girder end plate 9, junction plate 14; All members of described B plate all complete in factory process, be then connected with shear key each component assembly is become to described novel fabricated floor B by welding; Secondary beam I 4 two ends, respectively perpendicular to short girder I 1 and secondary beam III 2, connect secondary beam I 4 and short girder I 1, secondary beam III 2 by stiffener 6; Two sides of described stiffener 6 connect the edge of a wing of a short girder I 1, secondary beam I 4, and the edge of a wing of secondary beam I 4, secondary beam III 2, and two stiffeners 6 are connected on top flange and bottom flange, and described connected mode is all adopted as welding; Two short girder I 1 are placed on same straight line and by column base 8 and are connected, and the flanged plate up and down 10 of column base 8 flushes with the upper bottom flange of two short girder I 1 respectively, and described connected mode is all adopted as welding; Short girder II 3 is parallel with secondary beam II 5, the two ends of short girder II 3 are perpendicular to short girder I 1, secondary beam III 2, stiffener 6 is connected with two short girder I 1, the flanged plate up and down 10 of column base 8 flushes with the upper bottom flange of short girder II 3 respectively, two sides of described stiffener 6 are connected with the edge of a wing of short girder II 3 with short girder I 1 respectively, two stiffeners 6 are connected on top flange and bottom flange, and described connected mode is all adopted as welding; Secondary beam III 2 is parallel to two short girder I 1, and perpendicular to short girder II 3, secondary beam I 4, secondary beam II 5, secondary beam III 2 is connected with short girder II 3, secondary beam I 4, secondary beam II 5 by stiffener 6, girder end plate 9; Described girder end plate 9 is positioned at the end of short girder II 3, and the upper and lower side of girder end plate 9 is connected with the edge of a wing of short girder II 3, and a side is connected with the web of short girder II 3; Two sides of described stiffener 6 connect secondary beam III 2, the edge of a wing of short girder II 3 and the edge of a wing of secondary beam III 2, secondary beam I 4 and are connected secondary beam III 2, secondary beam II 5, and stiffener 6 is connected on its top flange and bottom flange, and described connected mode is all adopted as welding; Two described junction plates 14 are positioned at the end of short girder I 1, and the upper and lower side of junction plate 14 is connected with the edge of a wing of short girder I 1, and a side is connected with the web of short girder I 1; A junction plate 14 is positioned at the end of secondary beam II 5, and the upper and lower side of junction plate 14 is connected with the edge of a wing of secondary beam II 5, and a side is connected with the web of secondary beam II 5, and described connected mode is all adopted as welding; Floor 7 is positioned in the plane that each beam surrounds, and adopts shear key that floor 7 is connected on each beam.
As shown in Fig. 6-7, in the modular how high-rise assembling type steel structure interlock steel girder frame system that the present invention proposes, described C plate comprises short girder II 3, secondary beam III 2, stiffener 6, floor 7, column base 8, girder end plate 9, junction plate 14; All members of described C plate all complete in factory process, be then connected with shear key each component assembly is become to described novel fabricated floor C by welding; Described two secondary beam III 2 are vertically placed, and connect by stiffener 6, and as two adjacent sides of square assembling floor C, described connected mode is welding; Two other secondary beam III 2 is also vertically placed, and connects by stiffener 6, and as two other adjacent side of square assembling floor C, described connected mode is welding; Stiffener 6 connects the four edges of C plate, form square frame, two sides of described stiffener 6 are connected with two secondary beam III 2 edges of a wing of orthogonal placement respectively, and two stiffeners 6 are connected on its top flange and bottom flange, and described connected mode is welding; One end of four short girder II 3 is connected on four sides of column base 8, the flanged plate up and down of column base 8 flushes with the upper bottom flange of four short girder II 3 respectively, wherein two short girder II 3 point-blank, another two short girder II 3 point-blank, column base 8 is positioned at the center of C plate, between two adjacent short girder II 3, connect by stiffener 6, two sides of described stiffener 6 are connected with the edge of a wing of two short girder II 3 respectively, two stiffeners 6 are connected on top flange and bottom flange, and described connected mode is welding; The other end of described short girder II 3 is connected in secondary beam III 2, be connected with secondary beam III 2 with girder end plate 9 by stiffener 6, two sides of described stiffener 6 are connected with the edge of a wing of short girder II 3 with secondary beam III 2 respectively, two stiffeners 6 are connected on top flange and bottom flange, and all connecting portions are welding; Described girder end plate 9 is positioned at one end that short girder II 3 is connected with secondary beam III 2, and the upper and lower side of girder end plate 9 is connected with the edge of a wing of short girder II 3, and a side is connected with the web of short girder II 3, and all connecting portions are welding; A described junction plate 14 is positioned at the end of secondary beam II 5, and the upper and lower side of junction plate 14 is connected with the edge of a wing of secondary beam II 5, and a side is connected with the web of secondary beam II 5, and described connected mode is all adopted as welding; Floor 7 is positioned in the plane that each beam surrounds, and adopts shear key that floor 7 is connected on each beam.
As Figure 8-9, in the modular how high-rise assembling type steel structure interlock steel girder frame system that the present invention proposes, described column base 8 is made up of two flanged plates 10 and a square steel pipe I 11, and two flanged plates 10 lay respectively on two ends of square steel pipe I 11, and all connections all adopt welding; Described flange post 12 is made up of a square steel pipe II 13 and two flanged plates 11, and two flanged plates 10 lay respectively on two ends of square steel pipe II 13, and all connections all adopt welding; Described flange post 12 is connected with column base 8, forms steel frame structural system, and all connections are all with bolts.
In the modular how high-rise assembling type steel structure interlock steel girder frame system that the present invention proposes, described assembling floor A plate and described assembling floor B plate splice, connecting method is that the secondary beam I 4 of the secondary beam I 4 of A plate and B plate is spliced, the secondary beam II 5 of A plate and the secondary beam II 5 of B plate are spliced, and all splicings all adopt bolt to carry out scene splicing; Described assembling floor B plate and described assembling floor C plate splice, and connecting method is that the secondary beam III 2 of the secondary beam III 2 of B plate and C plate is spliced, and all splicings all adopt bolt to carry out scene splicing;
As shown in figure 10, secondary beam I, secondary beam II and secondary beam III described in the modular how high-rise assembling type steel structure interlock steel girder frame system that the present invention proposes are assembling corrugated web interlock girder steels, and it is to be formed by bolts assemblies by two wave groove girder steels; Described wave groove girder steel, its section shape of the mouth as one speaks is made up of the upper and lower edge of a wing 15 and web 16, it is characterized in that, and the upper and lower edge of a wing 15 is parallel, and web 16 is vertically between the upper and lower edge of a wing 15; The section of described web 16 is the ripple that even or inhomogeneous periodicity repeats, and this ripple section is trapezoidal waviness curve.The described upper and lower edge of a wing 15 is steel plate, a limit parallel with web 16 in steel plate is wavy curve, the shape of waviness curve is identical with the ripple section configuration of web 16, web 16 is positioned over the waviness curve limit place on the upper and lower edge of a wing 15, the ripple section of web 16 coincide and is connected with the waviness curve limit on the upper and lower edge of a wing 15, between web 16 and the upper and lower edge of a wing 15, is respectively one side fillet weld.
As shown in figure 11, in the modular how high-rise assembling type steel structure interlock steel girder frame system that the present invention proposes, described all beams, all can adopt the Steel Castellated Beams at the web place of beam opening holes, are convenient to various pipelines and pass.
Modular how high-rise assembling type steel structure interlock steel girder frame system of the present invention, adopt bolt to carry out site assembly completely, traditional Site Welding mode and concreting mode are cancelled, effectively guarantee construction quality, avoid concreting and steel to weld the environment pollution causing completely, realize site operation " anhydrous, without fire, dustless " three without standard, reduced the generation of the hazardous accidents such as fire.When the present invention removes at member, can recycle efficiently, reduce building waste, real realization the theory of environmental protection, be a kind of green, the firm structural system of sustainable development.
Claims (4)
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| CN201410104258.6A CN103882940A (en) | 2014-03-20 | 2014-03-20 | Modularized multi-story and high-rise assembly type steel structure meshed steel beam frame system |
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| CN201410104258.6A CN103882940A (en) | 2014-03-20 | 2014-03-20 | Modularized multi-story and high-rise assembly type steel structure meshed steel beam frame system |
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| JP5007108B2 (en) * | 2006-07-12 | 2012-08-22 | 株式会社アークリエイト | How to make a steel structure |
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| CN102979174A (en) * | 2012-11-26 | 2013-03-20 | 北京工业大学 | Multi-story high-rise assembled steel structure frame system |
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| CN103195163A (en) * | 2013-04-23 | 2013-07-10 | 北京工业大学 | Multiple high-level assembly steel structure system capable of realizing rigid node connections |
| CN103195210A (en) * | 2013-04-19 | 2013-07-10 | 北京工业大学 | Pre-stressing assembly type corrugated web plate holding-on steel beam |
| CN103216034A (en) * | 2013-04-19 | 2013-07-24 | 北京工业大学 | Assembled prestressed corrugated web occlusion steel girder |
| CN103334490A (en) * | 2013-06-24 | 2013-10-02 | 北京工业大学 | Multi-story high-rise fabricated steel structure framework supporting system |
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2014
- 2014-03-20 CN CN201410104258.6A patent/CN103882940A/en not_active Application Discontinuation
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5007108B2 (en) * | 2006-07-12 | 2012-08-22 | 株式会社アークリエイト | How to make a steel structure |
| CN102979162A (en) * | 2012-11-26 | 2013-03-20 | 北京工业大学 | Multi-story high-rise assembled steel structure frame - prestressed centrally-braced system |
| CN102979174A (en) * | 2012-11-26 | 2013-03-20 | 北京工业大学 | Multi-story high-rise assembled steel structure frame system |
| CN102995743A (en) * | 2012-11-26 | 2013-03-27 | 北京工业大学 | Multi-high-rise assembly type steel structure system |
| CN103195210A (en) * | 2013-04-19 | 2013-07-10 | 北京工业大学 | Pre-stressing assembly type corrugated web plate holding-on steel beam |
| CN103216034A (en) * | 2013-04-19 | 2013-07-24 | 北京工业大学 | Assembled prestressed corrugated web occlusion steel girder |
| CN103195163A (en) * | 2013-04-23 | 2013-07-10 | 北京工业大学 | Multiple high-level assembly steel structure system capable of realizing rigid node connections |
| CN103334490A (en) * | 2013-06-24 | 2013-10-02 | 北京工业大学 | Multi-story high-rise fabricated steel structure framework supporting system |
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