CN203891252U - High-strength earthquake-proof building masonry - Google Patents
High-strength earthquake-proof building masonry Download PDFInfo
- Publication number
- CN203891252U CN203891252U CN201420194537.1U CN201420194537U CN203891252U CN 203891252 U CN203891252 U CN 203891252U CN 201420194537 U CN201420194537 U CN 201420194537U CN 203891252 U CN203891252 U CN 203891252U
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- hole
- building block
- antidetonation
- earthquake
- proof
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Abstract
The utility model relates to the building masonry technical field, particularly to a high-strength earthquake-proof building masonry. The high-strength earthquake-proof building masonry comprises a strip foundation and building blocks; the building blocks are horizontally laid to form horizontal building block layers; the at least five layers of horizontal building block layers are fixed on the strip foundation from top to bottom; the adjacent upper and lower horizontal building block layers are in staggered joint overlapping joint with each other; every corresponding upper and lower building block comprises an earthquake-proof through hole from bottom to top; fine stone concrete is fixed in every earthquake-proof through hole; the strip foundation is provided with at least two vertical structural ribs; every building block which is corresponding to the structural ribs comprises a through hole; the structural ribs are located in the through holes and fixed through mortar. According to the high-strength earthquake-proof building masonry, the structure is reasonable, the use is convenient, the earthquake-proof through holes are filled with the fine stone concrete and accordingly the strength of a wall body can be effectively improved, and the strip foundation and a ring beam are provided with the rebar which is inserted into the earthquake-proof through holes and accordingly the strength of the wall body can be further improved.
Description
Technical field
The utility model relates to constructing technical field, is a kind of high-strength anti-seismic constructing.
Background technology
Current masonry is all generally that one deck masonry mortar one deck masonry is up built by laying bricks or stones, but the body of wall of building by laying bricks or stones out so just has bonding force in the horizontal direction, but do not connect power inside, therefore, when there is earthquake or other external force, body of wall can be caused body of wall to damage by drawing crack.
Summary of the invention
The utility model provides a kind of high-strength anti-seismic constructing, has overcome the deficiency of above-mentioned prior art, and it can effectively solve when there is earthquake or other external force, the problem that existing body of wall can be caused by drawing crack body of wall to damage.
The technical solution of the utility model is achieved like this: a kind of high-strength anti-seismic constructing, comprise strip foundation and building block, described building block level is laid and is formed horizontal building block layer, in strip foundation, be fixed with the horizontal building block layer of at least five layers from top to bottom, adjacent upper and lower horizontal building block layer is fissure of displacement overlap joint, in the building block up and down of each correspondence, there is antidetonation through hole from bottom to top, in antidetonation through hole, be fixed with pea gravel concreten, in strip foundation, be provided with the structure muscle of at least two above-below directions, in each building block corresponding with structure muscle, all there is through hole, described structure muscle is positioned at through hole and fixes by mortar.
As preferably, the two ends of above-mentioned building block are respectively equipped with an antidetonation through hole.
As preferably, the aperture of above-mentioned antidetonation through hole is between 3 centimetres to 5 centimetres.
As preferably, in the horizontal building block layer in above-mentioned the top, be fixed with collar tie beam, on the strip foundation corresponding with each antidetonation through hole and collar tie beam, all there is reinforcing bar and be positioned at antidetonation through hole.
As preferably, the height of above-mentioned reinforcing bar in antidetonation through hole is between 5 centimetres to 10 centimetres.
The utility model is rational in infrastructure, easy to use, by antidetonation through hole being set and filling pea gravel concreten within it, can effectively improve strength of wall body, and arrange and be inserted in the reinforcing bar in antidetonation through hole on strip foundation and collar tie beam, thereby further reach the object that improves strength of wall body.
Accompanying drawing explanation
Fig. 1 is that master of the present utility model looks sectional structure schematic diagram.
Coding in figure is respectively: 1 is strip foundation, and 2 is building block, and 3 is pea gravel concreten, and 4 is structure muscle, and 5 is collar tie beam.
The specific embodiment
As shown in Figure 1, this high-strength anti-seismic constructing, comprise strip foundation 1 and building block 2, described building block 2 levels are laid and are formed horizontal building block layer, in strip foundation 1, be fixed with the horizontal building block layer of at least five layers from top to bottom, adjacent upper and lower horizontal building block layer is fissure of displacement overlap joint, in the building block up and down 2 of each correspondence, there is antidetonation through hole from bottom to top, in antidetonation through hole, be fixed with pea gravel concreten 3, in strip foundation 1, be provided with the structure muscle 4 of at least two above-below directions, in each building block 1 corresponding with structure muscle 4, all there is through hole, described structure muscle 4 is positioned at through hole and fixes by mortar.Like this, by antidetonation through hole being set and filling pea gravel concreten within it, can effectively improve strength of wall body.
As shown in Figure 1, the two ends of described building block 2 are respectively equipped with an antidetonation through hole.Such layout can not only improve the intensity that strength of wall body can also guarantee that building block 2 is own preferably.
As required, the aperture of described antidetonation through hole is between 3 centimetres to 5 centimetres.
As shown in Figure 1, in the horizontal building block layer in described the top, be fixed with collar tie beam 5, on the strip foundation corresponding with each antidetonation through hole 1 and collar tie beam 5, all have reinforcing bar and be positioned at antidetonation through hole.Like this, can further improve intensity and the globality of body of wall.
As required, the height of described reinforcing bar in antidetonation through hole is between 5 centimetres to 10 centimetres.
Claims (7)
1. a high-strength anti-seismic constructing, it is characterized in that, comprise strip foundation (1) and building block (2), described building block (2) level is laid and is formed horizontal building block layer, in strip foundation (1), be fixed with the horizontal building block layer of at least five layers from top to bottom, adjacent upper and lower horizontal building block layer is fissure of displacement overlap joint, in the building block up and down (2) of each correspondence, there is antidetonation through hole from bottom to top, in antidetonation through hole, be fixed with pea gravel concreten (3), in strip foundation (1), be provided with the structure muscle (4) of at least two above-below directions, in each building block (2) corresponding with structure muscle (4), all there is through hole, described structure muscle (4) is positioned at through hole and fixes by mortar.
2. high-strength anti-seismic constructing according to claim 1, is characterized in that, the two ends of described building block (2) are respectively equipped with an antidetonation through hole.
3. high-strength anti-seismic constructing according to claim 1 and 2, is characterized in that, the aperture of described antidetonation through hole is between 3 centimetres to 5 centimetres.
4. high-strength anti-seismic constructing according to claim 1 and 2, it is characterized in that, in the horizontal building block layer in described the top, be fixed with collar tie beam (5), on the strip foundation corresponding with each antidetonation through hole (1) and collar tie beam (5), all have reinforcing bar and be positioned at antidetonation through hole.
5. high-strength anti-seismic constructing according to claim 3, it is characterized in that, in the horizontal building block layer in described the top, be fixed with collar tie beam (5), on the strip foundation corresponding with each antidetonation through hole (1) and collar tie beam (5), all have reinforcing bar and be positioned at antidetonation through hole.
6. high-strength anti-seismic constructing according to claim 4, is characterized in that, the height of described reinforcing bar in antidetonation through hole is between 5 centimetres to 10 centimetres.
7. high-strength anti-seismic constructing according to claim 5, is characterized in that, the height of described reinforcing bar in antidetonation through hole is between 5 centimetres to 10 centimetres.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420194537.1U CN203891252U (en) | 2014-04-09 | 2014-04-09 | High-strength earthquake-proof building masonry |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420194537.1U CN203891252U (en) | 2014-04-09 | 2014-04-09 | High-strength earthquake-proof building masonry |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203891252U true CN203891252U (en) | 2014-10-22 |
Family
ID=51717673
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420194537.1U Expired - Fee Related CN203891252U (en) | 2014-04-09 | 2014-04-09 | High-strength earthquake-proof building masonry |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203891252U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111485662A (en) * | 2019-01-25 | 2020-08-04 | 河南天久装配式建筑有限公司 | Novel light sandwich reinforced concrete masonry structure and construction method |
-
2014
- 2014-04-09 CN CN201420194537.1U patent/CN203891252U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111485662A (en) * | 2019-01-25 | 2020-08-04 | 河南天久装配式建筑有限公司 | Novel light sandwich reinforced concrete masonry structure and construction method |
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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: 20141022 Termination date: 20150409 |
|
| EXPY | Termination of patent right or utility model |