CN101349111A - Technique for reinforcing primary raw soil building soil wall steel wire net - Google Patents
Technique for reinforcing primary raw soil building soil wall steel wire net Download PDFInfo
- Publication number
- CN101349111A CN101349111A CNA2008100588268A CN200810058826A CN101349111A CN 101349111 A CN101349111 A CN 101349111A CN A2008100588268 A CNA2008100588268 A CN A2008100588268A CN 200810058826 A CN200810058826 A CN 200810058826A CN 101349111 A CN101349111 A CN 101349111A
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- Prior art keywords
- wall
- soil
- reinforcing bar
- steel wire
- reinforcing
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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.)
- Granted
Links
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 28
- 239000002689 soil Substances 0.000 title claims abstract description 21
- 238000000034 method Methods 0.000 title claims description 13
- 229910000831 Steel Inorganic materials 0.000 title claims description 10
- 239000010959 steel Substances 0.000 title claims description 10
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 12
- 239000004744 fabric Substances 0.000 claims description 7
- 239000011083 cement mortar Substances 0.000 claims description 6
- 229910052742 iron Inorganic materials 0.000 claims description 6
- 239000002344 surface layer Substances 0.000 claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 5
- 238000001035 drying Methods 0.000 claims description 4
- 239000002002 slurry Substances 0.000 claims description 4
- 239000000428 dust Substances 0.000 claims description 3
- 239000002245 particle Substances 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 abstract description 5
- 238000005516 engineering process Methods 0.000 abstract description 3
- 230000035939 shock Effects 0.000 abstract description 2
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 abstract 1
- 238000007747 plating Methods 0.000 abstract 1
- 238000005493 welding type Methods 0.000 abstract 1
- 239000011701 zinc Substances 0.000 abstract 1
- 229910052725 zinc Inorganic materials 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 4
- 239000004568 cement Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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Abstract
The invention relates to a raw-soil building earth wall wire mesh reinforced technology, belonging to the technical field of civil engineering raw-soil building reinforcement. In the invention, the wire mesh is used to reinforce an earth wall of a raw-soil building, and the wire meshes are used to reinforce both sides of the surface of the wall, and right-through reinforcement and oblique reinforcement are used to fix the wall, wherein the wire meshes are zinc plating electric welding type, the diameter of the wire meshes is 1millimeter, and the mesh size is 12 millimetersx12millimeters. By the reinforcing measures, the shock resistant performance of the raw-soil wall can be greatly improved.
Description
Technical field
The present invention relates to a kind of technique for reinforcing primary raw soil building soil wall steel wire net, belong to the earth building reinforcing technique field of civil engineering.
Background technology
Along with China's rapid economy development, national power constantly strengthens, the ability that present China resists large-and-medium size cities earthquake disaster promotes to some extent, but vast western rural areas is because poor, the house is still existing in a large number of earth building, the shock resistance in this part house is very low, and can't replace with modern architecture in a short time, the most direct effective way is to carry out strengthening reconstruction, therefore, to seem very urgent of the demand of China's rural area primary raw soil building soil wall reinforcing technique, and the research of this respect several be blank, the local-style dwelling houses seismic safety engineering construction of meanwhile national rural area starts comprehensively, and the demand of visible this respect is extremely urgent and relevant.
Summary of the invention
The present invention seeks to: vast western rural areas is because poor, immature soil structural construction also will extensively exist in a period of time, and the shear resistance of such house wall is lower, poor seismic behavior, particularly be exposed to for a long time in the middle of sunlight or the rainwater, its hidden danger is well imagined.For reducing the seismic damage loss of rural area active service immature soil structural building, at the characteristic of immature soil wall and the economic capability in villages and small towns practical reinforcement means has been proposed, to improve the anti-seismic performance of this type of existing building.
The technical solution adopted for the present invention to solve the technical problems is that its technological process is as follows:
(1) on existing body of wall, lays wearing reinforcing bar;
(2) the surface dust particle with surface of wall cleans down with brush, makes surface layer and the drying of a thickness 2mm then of plain-water slurry on the cob wall surface;
(3) used gauze wire cloth is zinc-plated electric welding formula, and steel wire diameter is 1mm, and size of mesh opening is 12mm * 12mm, with iron nail gauze wire cloth is anchored at the surface of wall both sides;
(4) two oblique reinforcing bars and body of wall are firm to wearing reinforcing bar binding, paste clothes on metope for making reinforcing bar, adopt iron nail that reinforcing bar is anchored on the body of wall, on metope, smear the cement mortar of one deck 20mm then;
(5) about dry half an hour, with plain cement mortar with its surperficial levelling.
The present invention earlier does surface layer to the cob wall both side surface that needs reinforcement with plain-water slurry, treat its drying after, arrange steel fabric sheet, and by body of wall to wearing reinforcing bar and oblique reinforcing bar is fixed, smear the cement screedn levelling at last.
The invention has the beneficial effects as follows: adopting ferro-cement surface layer reinforcing technique to have is not increasing dead load or is increasing minimum and do not change advantage such as original scantling, and cost is low, construction technology simple, construction is convenient, improves external sight of cob wall and water resistance.Limit shear-carrying capacity, the extreme displacement of reinforcing back wall have increased significantly.
Description of drawings
Fig. 1 is the process chart of technique for reinforcing primary raw soil building soil wall steel wire net.
The specific embodiment
Technique for reinforcing primary raw soil building soil wall steel wire net, its technological process is as follows:
(1) on existing body of wall, lays wearing reinforcing bar;
(2) the surface dust particle with surface of wall cleans down with brush, makes surface layer and the drying of the about 2mm of a thickness then of plain-water slurry on the cob wall surface;
(3) used gauze wire cloth is zinc-plated electric welding formula, and steel wire diameter is 1mm, and size of mesh opening is 12mm * 12mm, with iron nail gauze wire cloth is anchored at the surface of wall both sides;
(4) with two oblique reinforcing bars and firm to wearing reinforcing bar binding, paste clothes on metope for making reinforcing bar, adopt iron nail that reinforcing bar is anchored on the body of wall, on metope, smear the cement mortar of the about 20mm of one deck then;
(5) about dry half an hour, with plain cement mortar with its surperficial levelling.
Claims (1)
1. technique for reinforcing primary raw soil building soil wall steel wire net, its technological process is as follows:
(1) on existing body of wall, lay wearing reinforcing bar,
(2) the surface dust particle with surface of wall cleans down with brush, makes surface layer and the drying of a thickness 2mm then of plain-water slurry on the cob wall surface,
(3) used gauze wire cloth is zinc-plated electric welding formula, and steel wire diameter is 1mm, and size of mesh opening is 12mm * 12mm, with iron nail gauze wire cloth is anchored at the surface of wall both sides,
(4) two oblique reinforcing bars and body of wall are firm to wearing reinforcing bar binding, paste clothes on metope for making reinforcing bar, adopt iron nail that reinforcing bar is anchored on the body of wall, on metope, smear the cement mortar of one deck 20mm then,
(5) about dry half an hour, with plain cement mortar with its surperficial levelling.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200810058826A CN101349111B (en) | 2008-08-18 | 2008-08-18 | Technique for reinforcing primary raw soil building soil wall steel wire net |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200810058826A CN101349111B (en) | 2008-08-18 | 2008-08-18 | Technique for reinforcing primary raw soil building soil wall steel wire net |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101349111A true CN101349111A (en) | 2009-01-21 |
| CN101349111B CN101349111B (en) | 2012-08-29 |
Family
ID=40268062
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200810058826A Expired - Fee Related CN101349111B (en) | 2008-08-18 | 2008-08-18 | Technique for reinforcing primary raw soil building soil wall steel wire net |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101349111B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101949221A (en) * | 2010-08-23 | 2011-01-19 | 华侨大学 | Method for reinforcing slate building roof |
| CN106703434A (en) * | 2016-12-30 | 2017-05-24 | 西安五和土木工程新材料有限公司 | Adobe wall reinforcing device |
| CN109667434A (en) * | 2018-12-19 | 2019-04-23 | 西安建筑科技大学 | A kind of construction method of strap and straw board reinforcing raw-soil wall |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0798089A1 (en) * | 1996-03-27 | 1997-10-01 | Forestry And Forest Products Research Institute | Construction material made of woody material and mortar, manufacturing method and apparatus thereof |
| KR100660356B1 (en) * | 2004-10-19 | 2006-12-21 | 이정수 | reinforcing strip for supporting reinforced earth wall and its placement method |
| CN101029506B (en) * | 2007-03-30 | 2010-06-02 | 刘夏宁 | Universal building-block cast-in-situs gypsum wall antiknock house and its construction |
-
2008
- 2008-08-18 CN CN200810058826A patent/CN101349111B/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101949221A (en) * | 2010-08-23 | 2011-01-19 | 华侨大学 | Method for reinforcing slate building roof |
| CN106703434A (en) * | 2016-12-30 | 2017-05-24 | 西安五和土木工程新材料有限公司 | Adobe wall reinforcing device |
| CN109667434A (en) * | 2018-12-19 | 2019-04-23 | 西安建筑科技大学 | A kind of construction method of strap and straw board reinforcing raw-soil wall |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101349111B (en) | 2012-08-29 |
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| C06 | Publication | ||
| PB01 | Publication | ||
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| 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: 20120829 Termination date: 20150818 |
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| EXPY | Termination of patent right or utility model |