CN103422590B - A kind of lightgage steel joist truss steel plate clad can shear wall - Google Patents
A kind of lightgage steel joist truss steel plate clad can shear wall Download PDFInfo
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- CN103422590B CN103422590B CN201210572153.4A CN201210572153A CN103422590B CN 103422590 B CN103422590 B CN 103422590B CN 201210572153 A CN201210572153 A CN 201210572153A CN 103422590 B CN103422590 B CN 103422590B
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- Prior art keywords
- steel plate
- keel
- truss
- shear wall
- keel truss
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 61
- 239000010959 steel Substances 0.000 title claims abstract description 61
- 238000005553 drilling Methods 0.000 claims abstract description 3
- 238000010079 rubber tapping Methods 0.000 claims description 6
- 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
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- Joining Of Building Structures In Genera (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The present invention relates to a kind of lightgage steel joist truss steel plate clad can shear wall, comprise orthohormbic structure, as the brace rod of shear wall keel truss and be covered in both sides inside and outside keel truss, form the coated steel plate of the metope of shear wall, the edge of keel truss and orthogonal junction are through self-drilling connection.Compared with prior art, the present invention constitutes keel truss steel plate clad can shear wall by keel truss and both sides corrugated steel, larger keel cross section can be adopted, 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.
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 steel joist both sides and covers gypsum plank 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 keel column.Therefore, anti-side rigidity and the bearing capacity of this kind of body of wall are less, and vertical bearing capacity is limited, is not suitable in multistory frame structure.
Summary of the invention
Object of the present invention is exactly provide a kind of have larger lateral rigidity, shear-carrying capacity and vertical bearing capacity to overcome 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.
Object 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, comprising:
Keel truss: orthohormbic structure, as the brace rod of shear wall;
Coated steel plate: the inside and outside both sides being covered in keel truss, forms the metope of shear wall;
The edge of described keel truss and orthogonal junction are through self-drilling connection.
Described coated steel plate is corrugated steel or plane steel plate.
The middle part of described keel truss is also provided with oblique keel, is connected in the truss of orthohormbic structure in diagonal.
The two ends of described oblique keel are connected with keel truss respectively by least eight tapping screws.
Described keel truss and coated steel plate provide higher anti-side rigidity jointly.
Higher vertical bearing capacity born by described keel truss.
Described keel truss provides face outer support for coated steel plate, improves the Out-of Plane Stiffness of coated steel plate.
Described coated steel plate provides weak direction of principal axis to support for keel truss, reduces slenderness ratio, improves stability bearing capacity.
Compared with prior art, the present invention constitutes keel truss steel plate clad can shear wall by keel truss and both sides corrugated steel, larger keel cross section can be adopted, 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.
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 be keel truss, 2 be coated steel plate, 3 be tapping screw, 4 for oblique keel.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the present invention is described in detail.
Embodiment 1
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 coated steel plate 2.Keel truss 1 is orthohormbic structure, as the brace rod of shear wall, coated steel plate 2 is covered in the inside and outside both sides of keel truss 1, forms the metope of shear wall, the coated steel plate 2 adopted can be corrugated steel or plane steel plate, connects through tapping screw 3 at the edge of keel truss 1 and orthogonal junction.
The present embodiment adopts keel truss 1 and coated steel plate 2 jointly to provide higher anti-side rigidity, keel truss 1 is utilized to bear higher vertical bearing capacity, keel truss 1 provides face outer support for coated steel plate 2, improve the Out-of Plane Stiffness of coated steel plate 2, coated steel plate 2 provides weak direction of principal axis to support for keel truss 1, reduce slenderness ratio, improve stability bearing capacity.
Embodiment 2
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 coated steel plate 2.Keel truss 1 is orthohormbic structure, as the brace rod of shear wall, coated steel plate 2 is covered in the inside and outside both sides of keel truss 1, forms the metope of shear wall, the coated steel plate 2 adopted can be corrugated steel or plane steel plate, connects through tapping screw 3 at the edge of keel truss 1 and orthogonal junction.In addition, in order to strengthen bearing capacity, the middle part of keel truss 1 is also provided with oblique keel 4, is connected in the keel truss 1 of orthohormbic structure in diagonal.The two ends of oblique keel 4 are connected with keel truss respectively by least eight tapping screws.
The present embodiment adopts keel truss 1 and coated steel plate 2 jointly to provide higher anti-side rigidity, keel truss 1 is utilized to bear higher vertical bearing capacity, keel truss 1 provides face outer support for coated steel plate 2, improve the Out-of Plane Stiffness of coated steel plate 2, coated steel plate 2 provides weak direction of principal axis to support for keel truss 1, reduce slenderness ratio, improve stability bearing capacity.
Claims (1)
1. a lightgage steel joist truss steel plate clad can shear wall, is characterized in that, comprising:
Keel truss: orthohormbic structure, as the brace rod of shear wall;
Coated steel plate: the inside and outside both sides being covered in keel truss, forms the metope of shear wall;
The edge of described keel truss and orthogonal junction are through self-drilling connection; The middle part of keel truss is also provided with oblique keel, is connected in the truss of orthohormbic structure in diagonal;
Described coated steel plate is corrugated steel or plane steel plate, and the two ends of described oblique keel are connected with keel truss respectively by least eight tapping screws.
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 CN103422590A (en) | 2013-12-04 |
| CN103422590B true CN103422590B (en) | 2016-02-24 |
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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 |
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| CN (1) | CN103422590B (en) |
Families Citing this family (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 |
| CN115405009B (en) * | 2022-09-30 | 2023-05-16 | 中铁二局集团建筑有限公司 | Inclined 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103422590A (en) | 2013-12-04 |
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| 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. |
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| CB03 | Change of inventor or designer information |
Inventor after: Xu Jinyong Inventor before: Xu Jinyong Inventor before: Li Yuanqi Inventor before: Tian Huiwen |
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| 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 |