CN103422590A - Light-gauge steel joist truss steel plate coated shear wall - Google Patents
Light-gauge steel joist truss steel plate coated shear wall Download PDFInfo
- Publication number
- CN103422590A CN103422590A CN2012105721534A CN201210572153A CN103422590A CN 103422590 A CN103422590 A CN 103422590A CN 2012105721534 A CN2012105721534 A CN 2012105721534A CN 201210572153 A CN201210572153 A CN 201210572153A CN 103422590 A CN103422590 A CN 103422590A
- Authority
- CN
- China
- Prior art keywords
- steel plate
- truss
- shear wall
- keel
- clad
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 70
- 239000010959 steel Substances 0.000 title claims abstract description 70
- 238000010079 rubber tapping Methods 0.000 claims abstract description 7
- 238000005553 drilling Methods 0.000 claims description 2
- 238000005253 cladding Methods 0.000 description 3
- 229910052602 gypsum Inorganic materials 0.000 description 3
- 239000010440 gypsum Substances 0.000 description 3
- 239000002131 composite material Substances 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The invention relates to a light-gauge steel joist truss steel plate coated shear wall. The light-gauge steel joist truss steel plate coated shear wall comprises an orthogonal structure, a joist truss serving as a supporting rib of the shear wall and coated steel plates; the coated steel plates covering the internal side and the external side of the joist truss form into the wall surfaces of the shear wall; a connecting position of the joist truss edge and the orthogonal structure is connected through tapping screws. Compared with the prior art, a large joist section can be adopted due to the fact that the joist truss steel plate coated shear wall is formed by the joist truss and corrugated steel plates which are arranged on two sides and the joist truss steel plate coated shear wall is large in lateral rigidity, shear resistant bearing capacity and vertical bearing capacity and can bear large vertical loads.
Description
Technical field
The present invention relates to keel type cladding boards composite wall, especially relate to a kind of lightgage steel joist truss steel plate clad can shear wall.
Background technology
At present, keel type cladding boards composite wall mostly is that gypsum plank is covered in the steel joist both sides and gypsum plank and corrugated steel board wall are covered in OSB board wall, steel joist both sides, also has some steel joist band oblique pull band both sides to cover gypsum plank and OSB board wall.These bodies of wall are mainly used in low layer light gauge cold-formed steel shape building, and anti-side rigidity is provided by cladding boards, and vertical carrying is provided by the keel column.Therefore, anti-side rigidity and the bearing capacity of this class body of wall are less, and vertical bearing capacity is limited, is not suitable in multistory frame structure.
Summary of the invention
Purpose of the present invention is exactly to provide a kind of have larger lateral rigidity, shear-carrying capacity and vertical bearing capacity in order to overcome the defect that above-mentioned prior art exists, and can bear the lightgage steel joist truss steel plate clad can shear wall of higher vertical load.
Purpose of the present invention can be achieved through the following technical solutions:
A kind of lightgage steel joist truss steel plate clad can shear wall comprises:
The keel truss: orthohormbic structure, as the brace rod of shear wall;
Clad can steel plate: be covered in the inside and outside both sides of keel truss, form the metope of shear wall;
The edge of described keel truss and the junction of quadrature are through self-drilling connection.
Described clad can steel plate is corrugated steel or plane steel plate.
The middle part of described keel truss also is provided with oblique keel, is in the truss that diagonal is connected to orthohormbic structure.
The two ends of described oblique keel are connected with the keel truss by least eight tapping screws respectively.
Described keel truss and clad can steel plate provide higher anti-side rigidity jointly.
Described keel truss is born higher vertical bearing capacity.
Described keel truss provides the face outer support for the clad can steel plate, improves the Out-of Plane Stiffness of clad can steel plate.
Described clad can steel plate supports for the keel truss provides weak direction of principal axis, reduces slenderness ratio, improves stability bearing capacity.
Compared with prior art, the present invention has formed keel truss steel plate clad can shear wall by keel truss and both sides corrugated steel, can adopt larger keel cross section, novel keel truss steel plate clad can shear wall has larger lateral rigidity, shear-carrying capacity and vertical bearing capacity, and can bear higher vertical load.
The accompanying drawing explanation
Fig. 1 is structural representation of the present invention in embodiment 1;
Fig. 2 is structural representation of the present invention in embodiment 2.
In figure, 1 is that keel truss, 2 is that clad can steel plate, 3 is that tapping screw, 4 is oblique keel.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the present invention is described in detail.
A kind of lightgage steel joist truss steel plate clad can shear wall, its structure as shown in Figure 1, comprises keel truss 1 and clad can steel plate 2.Keel truss 1 is orthohormbic structure, as the brace rod of shear wall, clad can steel plate 2 is covered in the inside and outside both sides of keel truss 1, forms the metope of shear wall, the clad can steel plate 2 adopted can be corrugated steel or plane steel plate, at the edge of keel truss 1 and the junction of quadrature, through tapping screw 3, connects.
The present embodiment adopts keel truss 1 and clad can steel plate 2 that higher anti-side rigidity is provided jointly, utilize keel truss 1 to bear higher vertical bearing capacity, keel truss 1 provides the face outer support for clad can steel plate 2, improve the Out-of Plane Stiffness of clad can steel plate 2, clad can steel plate 2 supports for keel truss 1 provides weak direction of principal axis, reduce slenderness ratio, improve stability bearing capacity.
A kind of lightgage steel joist truss steel plate clad can shear wall, its structure as shown in Figure 2, comprises keel truss 1 and clad can steel plate 2.Keel truss 1 is orthohormbic structure, as the brace rod of shear wall, clad can steel plate 2 is covered in the inside and outside both sides of keel truss 1, forms the metope of shear wall, the clad can steel plate 2 adopted can be corrugated steel or plane steel plate, at the edge of keel truss 1 and the junction of quadrature, through tapping screw 3, connects.In addition, in order to strengthen bearing capacity, the middle part of keel truss 1 also is provided with oblique keel 4, is in the keel truss 1 that diagonal is connected to orthohormbic structure.The two ends of oblique keel 4 are connected with the keel truss by least eight tapping screws respectively.
The present embodiment adopts keel truss 1 and clad can steel plate 2 that higher anti-side rigidity is provided jointly, utilize keel truss 1 to bear higher vertical bearing capacity, keel truss 1 provides the face outer support for clad can steel plate 2, improve the Out-of Plane Stiffness of clad can steel plate 2, clad can steel plate 2 supports for keel truss 1 provides weak direction of principal axis, reduce slenderness ratio, improve stability bearing capacity.
Claims (4)
1. a lightgage steel joist truss steel plate clad can shear wall, is characterized in that, comprising:
The keel truss: orthohormbic structure, as the brace rod of shear wall;
Clad can steel plate: be covered in the inside and outside both sides of keel truss, form the metope of shear wall;
The edge of described keel truss and the junction of quadrature are through self-drilling connection.
2. a kind of lightgage steel joist truss steel plate clad can shear wall according to claim 1, is characterized in that, described clad can steel plate is corrugated steel or plane steel plate.
3. a kind of lightgage steel joist truss steel plate clad can shear wall according to claim 1, is characterized in that, the middle part of described keel truss also is provided with oblique keel, is in the truss that diagonal is connected to orthohormbic structure.
4. a kind of lightgage steel joist truss steel plate clad can shear wall according to claim 3, is characterized in that, the two ends of described oblique keel are connected with the keel truss by least eight tapping screws respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210572153.4A CN103422590B (en) | 2012-12-25 | 2012-12-25 | A kind of lightgage steel joist truss steel plate clad can shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210572153.4A CN103422590B (en) | 2012-12-25 | 2012-12-25 | A kind of lightgage steel joist truss steel plate clad can shear wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103422590A true CN103422590A (en) | 2013-12-04 |
| CN103422590B CN103422590B (en) | 2016-02-24 |
Family
ID=49647933
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210572153.4A Active CN103422590B (en) | 2012-12-25 | 2012-12-25 | A kind of lightgage steel joist truss steel plate clad can shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103422590B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112196140A (en) * | 2020-10-14 | 2021-01-08 | 北京工业大学 | Novel light steel shear wall body with embedded corrugated steel plate clad and construction method thereof |
| CN115405009A (en) * | 2022-09-30 | 2022-11-29 | 中铁二局集团建筑有限公司 | Oblique corrugated steel plate shear wall |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2525140Y (en) * | 2001-02-22 | 2002-12-11 | 上海松铭装饰工程有限公司 | Foldable high partition for office rooms |
| TWM251867U (en) * | 2003-12-31 | 2004-12-01 | Gliderol Taiwan Ltd | Skeleton for corrugated board of steel net |
| CN101074572A (en) * | 2006-07-17 | 2007-11-21 | 杭州强立机械有限公司 | Composite armoured wall of explosion-proof chamber |
| CN201109951Y (en) * | 2007-10-23 | 2008-09-03 | 张靖宇 | Combined light steel heat-insulation wall plate |
| CN201459956U (en) * | 2009-09-09 | 2010-05-12 | 天津铁路信号工厂 | Heat insulating structure for wall enclosure of railway communication signal box-type machine room |
| KR20110045229A (en) * | 2009-10-26 | 2011-05-04 | 유광선 | Partition |
| CN102454236A (en) * | 2010-10-22 | 2012-05-16 | 李宝龄 | Explosion-proof and fire-proof lightweight wall |
| CN203097010U (en) * | 2012-12-25 | 2013-07-31 | 上海钢之杰钢结构建筑有限公司 | Steel plate cladding shear wall of light steel joist truss structure |
-
2012
- 2012-12-25 CN CN201210572153.4A patent/CN103422590B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2525140Y (en) * | 2001-02-22 | 2002-12-11 | 上海松铭装饰工程有限公司 | Foldable high partition for office rooms |
| TWM251867U (en) * | 2003-12-31 | 2004-12-01 | Gliderol Taiwan Ltd | Skeleton for corrugated board of steel net |
| CN101074572A (en) * | 2006-07-17 | 2007-11-21 | 杭州强立机械有限公司 | Composite armoured wall of explosion-proof chamber |
| CN201109951Y (en) * | 2007-10-23 | 2008-09-03 | 张靖宇 | Combined light steel heat-insulation wall plate |
| CN201459956U (en) * | 2009-09-09 | 2010-05-12 | 天津铁路信号工厂 | Heat insulating structure for wall enclosure of railway communication signal box-type machine room |
| KR20110045229A (en) * | 2009-10-26 | 2011-05-04 | 유광선 | Partition |
| CN102454236A (en) * | 2010-10-22 | 2012-05-16 | 李宝龄 | Explosion-proof and fire-proof lightweight wall |
| CN203097010U (en) * | 2012-12-25 | 2013-07-31 | 上海钢之杰钢结构建筑有限公司 | Steel plate cladding shear wall of light steel joist truss structure |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112196140A (en) * | 2020-10-14 | 2021-01-08 | 北京工业大学 | Novel light steel shear wall body with embedded corrugated steel plate clad and construction method thereof |
| CN115405009A (en) * | 2022-09-30 | 2022-11-29 | 中铁二局集团建筑有限公司 | Oblique corrugated steel plate shear wall |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103422590B (en) | 2016-02-24 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203531224U (en) | Double-limb built-up efficient cold-formed thin-wall steel component | |
| CN101532310A (en) | An upper and lower layer stamping connector and its light steel structure | |
| CN103015632A (en) | Corrugated steel plate confined concrete combination column and manufacturing method thereof | |
| CN203097010U (en) | Steel plate cladding shear wall of light steel joist truss structure | |
| CN202787047U (en) | Deck type triangular steel truss composite beam | |
| CN103422590B (en) | A kind of lightgage steel joist truss steel plate clad can shear wall | |
| CN207959498U (en) | Assembled light system of steel residential structure | |
| CN204238116U (en) | A kind of cable stayed bridge PK type section bondbeam | |
| CN203947610U (en) | Truss support between a kind of factory building columns with anti-buckling energy-consumption | |
| CN202509667U (en) | Combined steel bar truss floor bearing plate | |
| CN202627256U (en) | Wallboard body formed by compositing prefabricated beam and prefabricated plate | |
| CN203097024U (en) | Keel-type composite wall with circuit car assembly (CCA) panel cover | |
| CN201391018Y (en) | Upper-lower layer punching connecting piece and lightweight steel structure thereof | |
| CN203412111U (en) | Straight threaded sleeve connecting structure at stiffness steel girder node | |
| CN103899010A (en) | CCA panel-covering keel type composite wall | |
| CN103899026A (en) | Truss system used for cold-formed thin-walled steel structure | |
| CN203097011U (en) | Connecting pieces for keel type composite shear wall | |
| CN202248253U (en) | Double-layer open-frame girder structure system with large cantilever structure | |
| CN110607850A (en) | Quadrature laminated wood buckling restrained brace | |
| CN203866713U (en) | Bridge girder erection machine girder | |
| CN202000569U (en) | Externally-hung gutter joint mechanism for steel structures | |
| CN203716300U (en) | Connection structure of light external wall and side column | |
| CN102409758A (en) | Truss structure system for improving large-span truss power performance | |
| CN203429886U (en) | Combined beam hole reinforcement device | |
| CN203173634U (en) | Shared supporting structure of machine-room-less coaxial twin beams |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information |
Address after: 200949 Shanghai city Baoshan District Luo Road No. 1309 (Baoshan Industrial Park) Applicant after: SHANGHAI BESTSTEEL STEEL STRUCTURE BUILDING SYSTEM Co.,Ltd. Address before: 200949 Shanghai city Baoshan District Luo Road No. 1309 Applicant before: SHANGHAI BESTSTEEL STEEL STRUCTURE BUILDING Co.,Ltd. |
|
| CB03 | Change of inventor or designer information |
Inventor after: Xu Jinyong Inventor before: Xu Jinyong Inventor before: Li Yuanqi Inventor before: Tian Huiwen |
|
| COR | Change of bibliographic data | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 200949 No. 1309 Luo Ning Road, Baoshan District, Shanghai (Baoshan Industrial Park) Patentee after: Shanghai Gangzhijie Technology Group Co.,Ltd. Country or region after: China Address before: 200949 No. 1309 Luo Ning Road, Baoshan District, Shanghai (Baoshan Industrial Park) Patentee before: SHANGHAI BESTSTEEL STEEL STRUCTURE BUILDING SYSTEM Co.,Ltd. Country or region before: China |