CN203569728U - Box-shaped steel plate shear wall with internal trusses - Google Patents
Box-shaped steel plate shear wall with internal trusses Download PDFInfo
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- CN203569728U CN203569728U CN201320761068.2U CN201320761068U CN203569728U CN 203569728 U CN203569728 U CN 203569728U CN 201320761068 U CN201320761068 U CN 201320761068U CN 203569728 U CN203569728 U CN 203569728U
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- steel plate
- box
- truss
- concrete
- wall
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 54
- 239000010959 steel Substances 0.000 title claims abstract description 54
- 239000004567 concrete Substances 0.000 claims abstract description 21
- 238000010008 shearing Methods 0.000 claims description 6
- 230000003014 reinforcing Effects 0.000 claims description 4
- 230000000875 corresponding Effects 0.000 claims description 3
- 239000011372 high-strength concrete Substances 0.000 claims description 3
- 239000011376 self-consolidating concrete Substances 0.000 claims description 3
- 238000009415 formwork Methods 0.000 abstract description 2
- 150000001875 compounds Chemical class 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Abstract
The utility model discloses a box-shaped steel plate shear wall with internal trusses. The shear wall comprises a plurality of steel plates and the trusses, wherein the steel plates are arranged along the outer periphery of a wall body, and form a box body; vertical plates are longitudinally arranged in the box body; a distance between each vertical plate and the adjacent steel plate or between every two adjacent vertical plates is not more than twice a wall width; shear-resistant studs are arranged along a height direction on the inner wall of the box body; the trusses are also vertically arranged in the box body at a certain interval; concrete is filled in the box body, and is connected integrally with the box body through the shear-resistant studs. According to the shear wall, the concrete in the wall is integrated, and can be conveniently poured without a formwork; the steel plates and the concrete are combined to reliably act, and strong compressive strength and high shear capacity are ensured; the box body is divided by the trusses, so that the shear wall can be conveniently integrally poured, and is convenient to construct and high in economic performance.
Description
Technical field
The utility model belongs to structural engineering technical field, particularly a kind of interior truss box-shaped steel plate shear force wall.
Background technology
Conventional steel plate shear force wall is to arrange between floor Vierendeel girder and frame column, and steel plate is connected with Vierendeel girder and frame column by welding or bolt.This type of steel plate shear force wall is mainly used to resist horizontal force, does not bear or partly bear vertical force.Combination box-shaped steel plate shear force wall can be given full play to steel and concrete wood property, when bearing vertical load, can bear horizontal force.In order to guarantee the local stability of steel plate, box house need arrange riser, and whole casing is divided into several little casings.Now, concrete needs casing one by one to build and vibrate, and has increased and has built processing capacity.
Summary of the invention
In order to overcome the deficiencies in the prior art, the utility model provides a kind of interior truss box-shaped steel plate shear force wall.
The utility model solves the technical scheme that its technical problem adopts:
A kind of interior truss box-shaped steel plate shear force wall, include some steel plates and truss, described steel plate is arranged along body of wall neighboring, forms casing, described box house is provided with the riser of longitudinal layout, and the spacing between described riser and adjacent steel plate or riser and adjacent riser is not more than wide 2 times of wall; The inwall of described casing is provided with shearing resistance peg along short transverse; Described box house is also provided with described truss, in described casing, vertically arranges, arranges at a certain distance a Pin; Fill concrete in described casing, described concrete and casing are connected by described shearing resistance peg.
Described box house floor node area corresponding flat truss position is provided with steel plate.
Described truss is a plane frame, chord member and web member, consists of, and described chord member and web member are connected by weld seam.
The end of described casing can be closed type or open type as required.
Described box shape is " one ", " T ", " ten " or " L " font.
Described concrete is ordinary concrete, high-strength concrete or self-compacting concrete.
The chord member of described truss is angle steel or steel plate, and web member adopts reinforcing bar, angle steel or steel plate.
The beneficial effects of the utility model are mainly manifested in: 1, concrete is an integral body within the walls, build conveniently, do not need formwork; 2, steel plate and concrete compound action are reliable, and resistance to compression and shear resistant capacity are high; 3, casing is cut apart by truss, is convenient to monobloc cast, constructs easy to make, and economic performance is superior.
Accompanying drawing explanation
Fig. 1 is the floor map of the non-node area of the utility model embodiment mono-floor;
Fig. 2 is the floor map in the utility model embodiment Stall node layer district;
Fig. 3 is the 1-1 generalized section of Fig. 1;
Fig. 4 is the axonometric drawing of Fig. 1;
Fig. 5 is the floor map of the non-node area of the utility model embodiment bis-floor;
Fig. 6 is the floor map in the utility model embodiment second floor node layer district;
Fig. 7 is the 1-1 generalized section of Fig. 5;
Fig. 8 is the 2-2 generalized section of Fig. 5;
Fig. 9 is the axonometric drawing of Fig. 5;
Figure 10 is the floor map of the non-node area of the utility model embodiment tri-floor;
Figure 11 is the floor map of the utility model embodiment tri-floor node area;
Figure 12 is the 1-1 generalized section of Figure 10;
Figure 13 is the 2-2 generalized section of Figure 10;
Figure 14 is the 3-3 generalized section of Figure 10;
Figure 15 is the axonometric drawing of Figure 10;
Figure 16 is the floor map of the non-node area of the utility model embodiment tetra-floor;
Figure 17 is the floor map of the utility model embodiment tetra-floor node area;
Figure 18 is the 1-1 generalized section of Figure 16;
Figure 19 is the 2-2 generalized section of Figure 16;
Figure 20 is the 3-3 generalized section of Figure 16;
Figure 21 is the axonometric drawing of Figure 16;
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is further described, the present embodiment is implemented take technical solutions of the utility model under prerequisite, but protection domain of the present utility model is not limited to following embodiment.
Embodiment mono-:
With reference to accompanying drawing 1-4, a kind of interior truss box-shaped steel plate shear force wall, connects into casing by four block plate 1 use weld seams; Described box house is provided with the elongated riser 2 of longitudinal layout, and the spacing between described riser and adjacent steel plate is not more than 2 times of the wide B of wall, and the inwall of described casing is provided with shearing resistance peg 5 along short transverse; Described casing is " one " font closed type; In described casing, a determining deviation is provided with plane frame, and described truss is a plane frame, chord member 3 and web member 4, consists of, and described chord member and web member are connected by weld seam, and the chord member of plane frame is angle steel, and web member is reinforcing bar; Described box house floor node area E corresponding flat truss position is provided with steel plate 6.Fluid concrete 7 in the cavity of described casing, described concrete and steel plate are connected by described shearing resistance peg.Described concrete is ordinary concrete.Weld seam between the described edge of a wing adopts groove weld seam to connect.
Embodiment bis-:
With reference to accompanying drawing 5-9, a kind of interior truss box-shaped steel plate shear force wall, connects into casing by six block plates 1 and 8 of block plates with weld seam; The chord member of plane frame is angle steel 3, and web member and diagonal web member are reinforcing bar 4; Described casing is " L " font open type, and other are with embodiment mono-.
Embodiment tri-:
With reference to accompanying drawing 10-15, a kind of interior truss box-shaped steel plate shear force wall, connects into casing by eight block plates 1 and block plate 8 use weld seams; Described casing is " T " font closed type; The chord member of plane frame is angle steel 3, and straight web member is that steel plate 12 and diagonal web member are steel plate 9; Described concrete is high-strength concrete.Other are with embodiment mono-.
Embodiment tetra-:
With reference to accompanying drawing 16-21, a kind of interior truss box-shaped steel plate shear force wall, connects into casing by ten block plates 1 and two block plate 8 use weld seams; Described casing is " ten " font closed type; The chord member of plane frame is steel plate 11, and web member is angle steel 10, and described concrete is self-compacting concrete.Other are with embodiment mono-.
Claims (7)
1. truss box-shaped steel plate shear force wall in a kind, it is characterized in that: include some steel plates and truss, described steel plate is arranged along body of wall neighboring, form casing, described box house is provided with the riser of longitudinal layout, and the spacing between described riser and adjacent steel plate or riser and adjacent riser is not more than wide 2 times of wall;
The inwall of described casing is provided with shearing resistance peg along short transverse;
Described box house is also provided with described truss, in described casing, vertically arranges, arranges at a certain distance a Pin;
Fill concrete in described casing, described concrete and casing are connected by described shearing resistance peg.
2. interior truss box-shaped steel plate shear force wall as claimed in claim 1, is characterized in that: described box house floor node area corresponding flat truss position is provided with steel plate.
3. interior truss box-shaped steel plate shear force wall as claimed in claim 2, is characterized in that: described truss is a plane frame, chord member and web member, consists of, and described chord member and web member are connected by weld seam.
4. interior truss box-shaped steel plate shear force wall as claimed in claim 2, is characterized in that: the end of described casing can be closed type or open type as required.
5. interior truss box-shaped steel plate shear force wall as claimed in claim 2, is characterized in that: described box shape is " one ", " T ", " ten " or " L " font.
6. interior truss box-shaped steel plate shear force wall as claimed in claim 2, is characterized in that: described concrete is ordinary concrete, high-strength concrete or self-compacting concrete.
7. interior truss box-shaped steel plate shear force wall as claimed in claim 3, is characterized in that: the chord member of described truss is angle steel or steel plate, and web member adopts reinforcing bar, angle steel or steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320761068.2U CN203569728U (en) | 2013-11-26 | 2013-11-26 | Box-shaped steel plate shear wall with internal trusses |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320761068.2U CN203569728U (en) | 2013-11-26 | 2013-11-26 | Box-shaped steel plate shear wall with internal trusses |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203569728U true CN203569728U (en) | 2014-04-30 |
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|---|---|---|---|
| CN201320761068.2U Active CN203569728U (en) | 2013-11-26 | 2013-11-26 | Box-shaped steel plate shear wall with internal trusses |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105780924A (en) * | 2016-03-31 | 2016-07-20 | 初明进 | I-shaped steel and concrete combined structural member |
| CN105839817A (en) * | 2016-05-12 | 2016-08-10 | 浙江东南网架股份有限公司 | Truss type multi-cavity steel plate shear wall and operation method thereof |
| CN105952027A (en) * | 2016-05-12 | 2016-09-21 | 浙江东南网架股份有限公司 | Girder and multi-cavity steel plate shear wall connecting node and operation method thereof |
| CN105971113A (en) * | 2016-07-06 | 2016-09-28 | 浙江东南网架股份有限公司 | Composite structure building system of multi-cavity steel plate shear wall |
| CN106522420A (en) * | 2016-09-23 | 2017-03-22 | 浙江中南建设集团钢结构有限公司 | Built-in truss combined structure |
| CN106836485A (en) * | 2017-03-09 | 2017-06-13 | 浙江精工钢结构集团有限公司 | The reinforcement connecting node and its construction method of a kind of steel structure girder steel column |
| CN106906924A (en) * | 2017-05-02 | 2017-06-30 | 浙江欧拉钢结构科技有限公司 | A kind of built-in combination box-shaped steel plate shear force wall |
-
2013
- 2013-11-26 CN CN201320761068.2U patent/CN203569728U/en active Active
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105780924A (en) * | 2016-03-31 | 2016-07-20 | 初明进 | I-shaped steel and concrete combined structural member |
| CN105839817A (en) * | 2016-05-12 | 2016-08-10 | 浙江东南网架股份有限公司 | Truss type multi-cavity steel plate shear wall and operation method thereof |
| CN105952027A (en) * | 2016-05-12 | 2016-09-21 | 浙江东南网架股份有限公司 | Girder and multi-cavity steel plate shear wall connecting node and operation method thereof |
| CN105839817B (en) * | 2016-05-12 | 2018-05-04 | 浙江东南网架股份有限公司 | A kind of truss-like Multicarity steel plate shear force wall and its operating method |
| CN105952027B (en) * | 2016-05-12 | 2018-08-03 | 浙江东南网架股份有限公司 | A kind of connecting node and its operating method of girder steel and Multicarity steel plate shear force wall |
| CN105971113A (en) * | 2016-07-06 | 2016-09-28 | 浙江东南网架股份有限公司 | Composite structure building system of multi-cavity steel plate shear wall |
| CN105971113B (en) * | 2016-07-06 | 2019-02-19 | 浙江东南网架股份有限公司 | A kind of Multicarity steel plate shear force wall composite structure building system |
| CN106522420A (en) * | 2016-09-23 | 2017-03-22 | 浙江中南建设集团钢结构有限公司 | Built-in truss combined structure |
| CN106836485A (en) * | 2017-03-09 | 2017-06-13 | 浙江精工钢结构集团有限公司 | The reinforcement connecting node and its construction method of a kind of steel structure girder steel column |
| CN106906924A (en) * | 2017-05-02 | 2017-06-30 | 浙江欧拉钢结构科技有限公司 | A kind of built-in combination box-shaped steel plate shear force wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170310 Address after: Hangzhou City, Zhejiang province 310016 Phoenix Road No. 207 B1 block 9 building Wufu Zhonghao world 905 Patentee after: Jin Tiande Address before: Hangzhou City, Zhejiang province 310001 Shangcheng District Sha Road No. 116 Patentee before: Jin Tiande Patentee before: Tong Genshu Patentee before: Zeng Shanghong Patentee before: Ding Bin Patentee before: Zhou Shengbing |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20181024 Address after: 311215 1302 building, 1 building, 481 South Union Road, Ningbo Road, Xiaoshan District, Hangzhou, Zhejiang, China Patentee after: Zhejiang Euler Steel Structure Technology Co., Ltd. Address before: 310016, 9 floor, B1, block 9, FengHao Road, Hangzhou, Zhejiang, China. Patentee before: Jin Tiande |
|
| TR01 | Transfer of patent right | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 311215 1302 building, 1 building, 481 South Union Road, Ningbo Road, Xiaoshan District, Hangzhou, Zhejiang, China Patentee after: Zhejiang Seiko Euler Steel Structure Technology Co., Ltd. Address before: 311215 1302 building, 1 building, 481 South Union Road, Ningbo Road, Xiaoshan District, Hangzhou, Zhejiang, China Patentee before: Zhejiang Euler Steel Structure Technology Co., Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 311215 1302 building, 1 building, 481 South Union Road, Ningbo Road, Xiaoshan District, Hangzhou, Zhejiang, China Patentee after: ZHEJIANG OULA STEEL STRUCTURE TECHNOLOGY Co.,Ltd. Address before: 311215 1302 building, 1 building, 481 South Union Road, Ningbo Road, Xiaoshan District, Hangzhou, Zhejiang, China Patentee before: Zhejiang Seiko Euler Steel Structure Technology Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Wuhan Fuxing Jinggong Oula Lvjian Technology Co.,Ltd. Assignor: ZHEJIANG OULA STEEL STRUCTURE TECHNOLOGY Co.,Ltd. Contract record no.: X2021330000022 Denomination of utility model: Internal truss box steel plate shear wall Granted publication date: 20140430 License type: Common License Record date: 20210303 |
|
| EE01 | Entry into force of recordation of patent licensing contract |