CN102535684A - Plane external collapse preventive filling wall - Google Patents
Plane external collapse preventive filling wall Download PDFInfo
- Publication number
- CN102535684A CN102535684A CN2012100357880A CN201210035788A CN102535684A CN 102535684 A CN102535684 A CN 102535684A CN 2012100357880 A CN2012100357880 A CN 2012100357880A CN 201210035788 A CN201210035788 A CN 201210035788A CN 102535684 A CN102535684 A CN 102535684A
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- China
- Prior art keywords
- filling wall
- wall body
- infilled wall
- plane external
- wall
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Abstract
A plane external collapse preventive filling wall comprises concrete columns, concrete beam plates and a filling wall body, and is characterized in that tie bars for connecting the concrete columns with the filling wall body are arranged continuously in a length direction, and vertical angle iron is arranged at positions, which contact with the concrete columns, of two ends of the filling wall body, so that the filling wall body is clamped. By the aid of the tie bars which are arranged continuously in the length direction, deformation resistance ability of mortar joints of the filling wall body is improved, the fixing angle iron is arranged on the periphery of the filling wall body so as to restrain the filling wall body, and the fixing angle iron and the tie bars jointly match with each other to control plane external deformation of the wall body.
Description
Technical field
The invention belongs to technical field of civil engineering, be specifically related to the filled wall that collapses outside a kind of anti-plane.
Background technology
Earthquake is as a kind of sudden natural calamity, in the generation of earthquake that can't forecast with unerring accuracy at present, therefore need carry out necessary Anti-quake Architectural Structure Design and caused damage to reduce earthquake.Present earthquake resistant design code mainly is be directed against structure own, and the research of the anti-seismic performance of agent structure such as beam slab post, stair tread itself etc. is a lot.When earthquake takes place, personnel in the evacuation process, the building of especially relatively concentrating for personnel, whether the stair passage can unobstructedly be the key of evacuating personnel, but stair passage unobstructed stair that not only depend on whether itself, the filled wall around the stair also is a key.Block passage if infilled wall collapses, will cause very serious consequence.
Summary of the invention
The purpose of this invention is to provide the infilled wall that collapses outside a kind of anti-plane of firm in structure, easy construction, can prevent that the passage that earthquake collapses body of wall to cause from stopping up.
For realizing above-mentioned purpose; The present invention provides the infilled wall that collapses outside a kind of anti-plane; Comprise concrete column, concrete beam plate, infilled wall; It is characterized in that: connect the elongated layout of tension rib of concrete column and infilled wall, vertical angle steel clamping infilled wall is set at infilled wall two ends and concrete column contact position.
The present invention improves the ability of filled wall mortar joint resistance to deformation through the tension rib of elongated layout, and fixedly angle steel constraint infilled wall is set around the infilled wall, and the common control wall plane that cooperates is out of shape outward.
Description of drawings
Fig. 1 is a structural representation of the present invention;
Fig. 2 is the sectional view along A-A line among Fig. 1.
The specific embodiment
With reference to Fig. 1,2; The present invention includes concrete column 1, concrete beam plate 2, infilled wall 3; The tension rib 4 elongated layouts that connect concrete column and infilled wall; Spacing is at 600～1000mm, vertical angle steel 5 is fixed on the concrete column 1 through bolt 6 in infilled wall two ends and concrete column contact position and clamps infilled wall.
Job practices, go ahead of the rest concreting post 1 and concrete beam plate 2, and pre-buried tension rib 4 are built infilled wall 3 then by laying bricks or stones, at last with bolt 6 fixing vertical angle steel 5.
Claims (1)
1. the infilled wall that collapses outside the anti-plane comprises concrete column, concrete beam plate, infilled wall, it is characterized in that: connect the elongated layout of tension rib of concrete column and infilled wall, at infilled wall two ends and concrete column contact position vertical angle steel clamping infilled wall is set.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012100357880A CN102535684A (en) | 2012-02-17 | 2012-02-17 | Plane external collapse preventive filling wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012100357880A CN102535684A (en) | 2012-02-17 | 2012-02-17 | Plane external collapse preventive filling wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102535684A true CN102535684A (en) | 2012-07-04 |
Family
ID=46343583
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012100357880A Pending CN102535684A (en) | 2012-02-17 | 2012-02-17 | Plane external collapse preventive filling wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102535684A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103669652A (en) * | 2013-12-26 | 2014-03-26 | 北京工业大学 | Filled wall with light-material energy-dissipation stripes and production method thereof |
| CN103758253A (en) * | 2013-12-31 | 2014-04-30 | 同济大学 | Tsunami-resistant filled wall frame structure |
| CN113216290A (en) * | 2021-05-11 | 2021-08-06 | 上海市城市建设设计研究总院（集团）有限公司 | Detachable subway station roof collapse prevention guy cable structure and construction method |
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| JP2009264044A (en) * | 2008-04-28 | 2009-11-12 | Daichi:Kk | Partition wall structure and its construction method |
| CN101818583A (en) * | 2009-12-09 | 2010-09-01 | 河南工业大学 | Bulk grain building storehouse with prestressed hollow plate storehouse wall |
| CN101845857A (en) * | 2010-05-26 | 2010-09-29 | 厦门旺坤顺科技有限公司 | Metal mesh built-in insulating outer wall and construction method thereof |
| CN201649355U (en) * | 2010-03-30 | 2010-11-24 | 长春工程学院 | Restrained porous coal gangue brick masonry |
| CN201771070U (en) * | 2010-09-09 | 2011-03-23 | 长春工程学院 | Externally hung wallboard connection part |
| CN102094526A (en) * | 2011-03-14 | 2011-06-15 | 天津住宅集团建设工程总承包有限公司 | Method for constructing self-heat preserving system structure |
| CN202430855U (en) * | 2012-02-17 | 2012-09-12 | 长春工程学院 | Filler wall for preventing plane exterior collapse |
-
2012
- 2012-02-17 CN CN2012100357880A patent/CN102535684A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009264044A (en) * | 2008-04-28 | 2009-11-12 | Daichi:Kk | Partition wall structure and its construction method |
| CN101818583A (en) * | 2009-12-09 | 2010-09-01 | 河南工业大学 | Bulk grain building storehouse with prestressed hollow plate storehouse wall |
| CN201649355U (en) * | 2010-03-30 | 2010-11-24 | 长春工程学院 | Restrained porous coal gangue brick masonry |
| CN101845857A (en) * | 2010-05-26 | 2010-09-29 | 厦门旺坤顺科技有限公司 | Metal mesh built-in insulating outer wall and construction method thereof |
| CN201771070U (en) * | 2010-09-09 | 2011-03-23 | 长春工程学院 | Externally hung wallboard connection part |
| CN102094526A (en) * | 2011-03-14 | 2011-06-15 | 天津住宅集团建设工程总承包有限公司 | Method for constructing self-heat preserving system structure |
| CN202430855U (en) * | 2012-02-17 | 2012-09-12 | 长春工程学院 | Filler wall for preventing plane exterior collapse |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103669652A (en) * | 2013-12-26 | 2014-03-26 | 北京工业大学 | Filled wall with light-material energy-dissipation stripes and production method thereof |
| CN103669652B (en) * | 2013-12-26 | 2016-08-17 | 北京工业大学 | Filling wall with light material energy dissipation strip and preparation method thereof |
| CN103758253A (en) * | 2013-12-31 | 2014-04-30 | 同济大学 | Tsunami-resistant filled wall frame structure |
| CN103758253B (en) * | 2013-12-31 | 2016-08-17 | 同济大学 | A kind of Tsunami-resistant filled wall frame structure |
| CN113216290A (en) * | 2021-05-11 | 2021-08-06 | 上海市城市建设设计研究总院（集团）有限公司 | Detachable subway station roof collapse prevention guy cable structure and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| ASS | Succession or assignment of patent right |
Owner name: JILIN ARCHITECTURE DESIGN INSTITUTE CO., LTD. Effective date: 20120921 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| C53 | Correction of patent of invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Dou Lijun Inventor after: Wang Tan Inventor after: Yuan Zhiren Inventor after: Zhao Qingming Inventor after: Wang Xin Inventor before: Dou Lijun Inventor before: Wang Tan Inventor before: Yuan Zhiren Inventor before: Zhao Qingming |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: DOU LIJUN WANG TAN YUAN ZHIREN ZHAO QINGMING TO: DOU LIJUN WANG TAN YUAN ZHIREN ZHAO QINGMING WANG XIN |
|
| TA01 | Transfer of patent application right |
Effective date of registration: 20120921 Address after: 130012 Jilin province Changchun wide flat road No. 395 Applicant after: Changchun Engineering College Applicant after: Jilin Architecture Design Institute Co., Ltd. Address before: 130012 Jilin province Changchun wide flat road No. 395 Applicant before: Changchun Engineering College |
|
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20120704 |