CN201835400U - Concrete steel plate shear wall - Google Patents
Concrete steel plate shear wall Download PDFInfo
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- CN201835400U CN201835400U CN2010205526951U CN201020552695U CN201835400U CN 201835400 U CN201835400 U CN 201835400U CN 2010205526951 U CN2010205526951 U CN 2010205526951U CN 201020552695 U CN201020552695 U CN 201020552695U CN 201835400 U CN201835400 U CN 201835400U
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- concrete
- steel plate
- shear wall
- plate shear
- steel
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Abstract
The utility model discloses a concrete steel plate shear wall, which includes two pieces of steel plates arranged oppositely. The concrete steel plate shear wall is characterized in that a stiffening plate is arranged between the two steel plates; and through holes are arranged on the stiffening plate. According to the utility model, the stiffening plate with the honeycomb through holes is welded in a steel plate wall body, and can ensure the integrity of concrete and enhance the binding force between concrete and steel, therefore, the shear wall is endowed with better ductility, higher resistance to shock, and better stress effect.
Description
Technical field
The utility model belongs to technical field of structural engineering, is specifically related to a kind of concrete steel plate shear wall.
Background technology
Concrete steel plate shear wall structure is a kind of novel lateral resisting structure that grows up nineteen seventies, because it has good lateral resisting, bigger elastic stiffness, large deformation ability, good plasticity and stable advantages such as hysteresis, is widely used in the bar construction of highrise building.In the common concrete steel plate shear wall, the general adhesion stress that adopts the method that increases peg to increase concrete and steel plate, the peg minimum spacing is conditional, if adhesion stress deficiency then cannot unconfined increase peg.
Summary of the invention
In order to overcome the deficiencies in the prior art, the utility model provides a kind of can guarantee the concrete integrality, can strengthen the adhesion stress between concrete and the steel again and reaches the native steel plate shear force wall that coagulates of good stressed effect.
The technical scheme that its technical problem that solves the utility model adopts is:
Concrete steel plate shear wall comprises two blocks of steel plates that are oppositely arranged, and it is characterized in that: be provided with stiffener between two steel plates, stiffener is provided with through hole.
Described through hole is the through hole of honeycomb shape.
The beneficial effects of the utility model are: the utility model is welded with the stiffener of band honeycomb shape through hole in the steel plate body of wall, the stiffener of band honeycomb shape through hole can guarantee concrete integrality, can strengthen the adhesion stress between concrete and the steel again, make shear wall have better ductility, shock resistance and better stressed effect.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is a vertical view of the present utility model;
Fig. 2 is an A-A sectional view of the present utility model.
The specific embodiment
With reference to Fig. 1, Fig. 2, the utility model discloses a kind of concrete steel plate shear wall, comprise that 1 of two blocks of steel plates that are oppositely arranged, 1, two steel plate is provided with stiffener 2, stiffener 2 is provided with through hole 3.
As shown in the figure, in the present embodiment, body of wall is that two blocks of symmetrically arranged steel plates 1 constitute, and is welded with the stiffener 2 of band honeycomb shape through hole 3 in the body of wall every certain distance, and pouring has concrete in the body of wall, and concrete and steel plate 1 body of wall and stiffener 2 strike up partnership.Steel plate shear force wall had both guaranteed concrete integrality by the reinforcing with the stiffener 2 of cellular through hole 3, strengthened the adhesion stress between concrete and the steel again, made steel plate shear force wall have better ductility, shock resistance and better stressed effect.Cellular through hole 3 is the preferred of this structure, because select the material saving of this kind pass stiffener 2 for use.Certainly through hole 3 also can be circular or squarely etc., as long as it reaches technique effect of the present utility model with essentially identical means, all should belong to protection domain of the present utility model.
Claims (2)
1. a concrete steel plate shear wall comprises two blocks of steel plates that are oppositely arranged, and it is characterized in that: be provided with stiffener between two steel plates, stiffener is provided with through hole.
2. a kind of concrete steel plate shear wall according to claim 1, it is characterized in that: described through hole is the through hole of honeycomb shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205526951U CN201835400U (en) | 2010-09-30 | 2010-09-30 | Concrete steel plate shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205526951U CN201835400U (en) | 2010-09-30 | 2010-09-30 | Concrete steel plate shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201835400U true CN201835400U (en) | 2011-05-18 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205526951U Expired - Fee Related CN201835400U (en) | 2010-09-30 | 2010-09-30 | Concrete steel plate shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201835400U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102296723A (en) * | 2011-07-21 | 2011-12-28 | 广州容柏生建筑结构设计事务所 | Outer multi-cavity steel plate concrete combined shear wall and construction method thereof |
| CN103821261A (en) * | 2014-03-11 | 2014-05-28 | 北京工业大学 | Assembly honeycomb steel plate shear wall |
| CN104563332A (en) * | 2014-12-30 | 2015-04-29 | 长安大学 | Built-in steel plate and reactive powder concrete composite shear wall |
| CN104563333A (en) * | 2014-12-30 | 2015-04-29 | 长安大学 | Exterior steel plate and in-fill concrete combined shear wall |
| CN108412091A (en) * | 2018-04-11 | 2018-08-17 | 中国华西企业股份有限公司 | A kind of lightweight wall plate for being suitble to install in window hole and connection structure |
| WO2018201817A1 (en) * | 2017-05-04 | 2018-11-08 | 浙江绿筑集成科技有限公司 | Assemblable shear wall formed by steel/concrete components, and horizontal splicing method therefor |
| CN110424623A (en) * | 2019-08-20 | 2019-11-08 | 浙江大学建筑设计研究院有限公司 | Steel plate combined shear wall, outer framework and the preparation method that honeycomb partition is staggered in arrangement |
| CN111819073A (en) * | 2018-03-05 | 2020-10-23 | 伸和控制工业股份有限公司 | Honeycomb panel, method for manufacturing the same, and housing |
| CN113684943A (en) * | 2021-07-08 | 2021-11-23 | 山东华海人防规划设计有限公司青岛分公司 | Assembly integral type concrete man-proof airtight wall |
-
2010
- 2010-09-30 CN CN2010205526951U patent/CN201835400U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102296723A (en) * | 2011-07-21 | 2011-12-28 | 广州容柏生建筑结构设计事务所 | Outer multi-cavity steel plate concrete combined shear wall and construction method thereof |
| CN103821261A (en) * | 2014-03-11 | 2014-05-28 | 北京工业大学 | Assembly honeycomb steel plate shear wall |
| CN104563332A (en) * | 2014-12-30 | 2015-04-29 | 长安大学 | Built-in steel plate and reactive powder concrete composite shear wall |
| CN104563333A (en) * | 2014-12-30 | 2015-04-29 | 长安大学 | Exterior steel plate and in-fill concrete combined shear wall |
| WO2018201817A1 (en) * | 2017-05-04 | 2018-11-08 | 浙江绿筑集成科技有限公司 | Assemblable shear wall formed by steel/concrete components, and horizontal splicing method therefor |
| CN111819073A (en) * | 2018-03-05 | 2020-10-23 | 伸和控制工业股份有限公司 | Honeycomb panel, method for manufacturing the same, and housing |
| CN111819073B (en) * | 2018-03-05 | 2022-12-20 | 伸和控制工业股份有限公司 | Honeycomb panel, method for manufacturing the same, and housing |
| CN108412091A (en) * | 2018-04-11 | 2018-08-17 | 中国华西企业股份有限公司 | A kind of lightweight wall plate for being suitble to install in window hole and connection structure |
| CN110424623A (en) * | 2019-08-20 | 2019-11-08 | 浙江大学建筑设计研究院有限公司 | Steel plate combined shear wall, outer framework and the preparation method that honeycomb partition is staggered in arrangement |
| CN110424623B (en) * | 2019-08-20 | 2024-01-26 | 浙江大学建筑设计研究院有限公司 | Steel plate composite shear wall with staggered honeycomb partition plates, outer frame and preparation method |
| CN113684943A (en) * | 2021-07-08 | 2021-11-23 | 山东华海人防规划设计有限公司青岛分公司 | Assembly integral type concrete man-proof airtight wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110518 Termination date: 20140930 |
|
| EXPY | Termination of patent right or utility model |