CN201649355U - Restrained porous coal gangue brick masonry - Google Patents
Restrained porous coal gangue brick masonry Download PDFInfo
- Publication number
- CN201649355U CN201649355U CN 201020144629 CN201020144629U CN201649355U CN 201649355 U CN201649355 U CN 201649355U CN 201020144629 CN201020144629 CN 201020144629 CN 201020144629 U CN201020144629 U CN 201020144629U CN 201649355 U CN201649355 U CN 201649355U
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- CN
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- Prior art keywords
- restraining
- brick masonry
- coal gangue
- restrained
- girders
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- 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.)
- Expired - Fee Related
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Abstract
A restrained porous coal gangue porous brick masonry is characterized in that the upper surface and the lower surface of the brick masonry are provided with restraining girders, two sides of the brick masonry are provided with restraining posts, and then the brick masonry, the restraining girders and the restraining posts are integrated. Test results show that the restrained porous coal gangue brick masonry is damaged under action of horizontal load in the steps that the restraining posts are broken firstly, then the brick masonry in the middle is broken, and finally a wall body loses bearing capacity. By means of restraining via the restraining girders and the restraining posts, the wall body can not collapse wholly. The restrained porous coal gangue brick masonry is formed by integrating the brick masonry, the restraining girders with the restraining posts, thereby strengthening extension property and integrality of the wall body and being favorable for resisting earthquakes.
Description
Technical field
The utility model belongs to technical field of civil engineering, is specially the coal gangue perforated brick masonry.
Background technology
Because coal gangue perforated brick is a kind of novel wall material, is a kind of effective material of alternative solid clay brick.But because its anti-seismic performance and supporting capacity are all lower, the supporting capacity and the anti-seismic performance that therefore improve coal gangue perforated brick are present urgent problems.
The utility model content
Technical problem to be solved in the utility model provides a kind of supporting capacity and the high coal gangue perforated brick masonry of anti-seismic performance, helps resisting earthquake.
For solving the problems of the technologies described above, the utility model provides a kind of constraint coal gangue perforated brick masonry, it is characterized in that: above the brickwork and below be provided with restained beam, the brickwork both sides are provided with the constraint post, brickwork and restained beam and the constraint post be linked to be an integral body.
Result of the test shows that the restrained mode of failure of coal gangue perforated brick masonry under horizontal loads ftractures earlier for the constraint post, and the brickwork cracking in the middle of finally causes body of wall forfeiture supporting capacity afterwards.Because the effect of contraction of restained beam and constraint post makes body of wall that integral body not take place and decays.Constraint coal gangue perforated brick masonry is linked to be an integral body by masonry and constraint beam column, has strengthened the ductility and the globality of body of wall, helps resisting geological process.
Description of drawings
Accompanying drawing is a structural representation of the present utility model.
The specific embodiment
With reference to accompanying drawing, colligation constraint post 1 reinforcing bar and restained beam 2 reinforcing bars; Coal gangue perforated brick is built by laying bricks or stones according to masonry group block mode; Steel tie 4 is set in the horizontal mortar joint at two ends and stretches into and retrain in the post; Brickwork 3 installs template after building by laying bricks or stones and finishing, and builds constraint post 1 and restained beam 2 concrete; And maintenance makes brickwork and restained beam and constraint post form an integral body to design strength.
The utility model is during as load bearing wall, needs in wall junction in length and breadth constraint post and restained beam to be set, and wall is long when surpassing 1.8 times of floor heights or surpassing 6 meters, and constraint post and restained beam should be set up in the middle part, and be to guarantee the forming constraint body of wall, stressed jointly.
Claims (1)
1. constraint coal gangue perforated brick masonry is characterized in that: above the brickwork and below be provided with restained beam, the brickwork both sides are provided with the constraint post, brickwork and restained beam and constraint post are linked to be an integral body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201020144629 CN201649355U (en) | 2010-03-30 | 2010-03-30 | Restrained porous coal gangue brick masonry |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201020144629 CN201649355U (en) | 2010-03-30 | 2010-03-30 | Restrained porous coal gangue brick masonry |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201649355U true CN201649355U (en) | 2010-11-24 |
Family
ID=43114584
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201020144629 Expired - Fee Related CN201649355U (en) | 2010-03-30 | 2010-03-30 | Restrained porous coal gangue brick masonry |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201649355U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102535684A (en) * | 2012-02-17 | 2012-07-04 | 长春工程学院 | Plane external collapse preventive filling wall |
| CN104481055A (en) * | 2014-12-06 | 2015-04-01 | 塔里木大学 | Dense-rib column anti-seismic ecological wall body system for villages and small town dwelling house |
-
2010
- 2010-03-30 CN CN 201020144629 patent/CN201649355U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102535684A (en) * | 2012-02-17 | 2012-07-04 | 长春工程学院 | Plane external collapse preventive filling wall |
| CN104481055A (en) * | 2014-12-06 | 2015-04-01 | 塔里木大学 | Dense-rib column anti-seismic ecological wall body system for villages and small town dwelling house |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101124 Termination date: 20110330 |