CN202672372U - Settlement joint structure for concrete wall - Google Patents
Settlement joint structure for concrete wall Download PDFInfo
- Publication number
- CN202672372U CN202672372U CN 201220266267 CN201220266267U CN202672372U CN 202672372 U CN202672372 U CN 202672372U CN 201220266267 CN201220266267 CN 201220266267 CN 201220266267 U CN201220266267 U CN 201220266267U CN 202672372 U CN202672372 U CN 202672372U
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- CN
- China
- Prior art keywords
- concrete wall
- settlement joint
- joint structure
- joint
- settlement
- Prior art date
- 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
The utility model discloses a settlement joint structure for a concrete wall. The settlement joint structure is characterized by comprising foam plastic strips, hemp thread, construction sealant and waterproof mortar, wherein the width of the settlement joint of the concrete wall is 20-30 mm, foam plastic strips are filled in the settlement joint, hemp thread is filled in the gaps between the foam plastic strips and the concrete wall, an expansion joint part is sealed by the construction sealant, waterproof mortar is painted on the surface of the concrete wall at the two sides of the expansion joint, and the strength of the waterproof mortar is M 7.5. The settlement joint structure for the concrete wall is simple and practical.
Description
Technical field
The utility model relates to a kind of concrete wall settlement joint structure, is applicable to construction field.
Background technology
Build the house in the earthquake zone, the Shock-proof for building seam will be set usually, the setting principle of Shock-proof for building seam: in (1) architectural plane, re-entrant angle length is long or ledge is more; (2) there is larger staggered floor in the house; (3) rigidity of structure or the load of building each several part differ greatly; (4) ground is inhomogeneous, and the each several part settling amount is excessive, and aseismic joint will be along the depth of building setting, and the basis can be stitched in shake in the air, structure and the connection of being connected above should strengthening on aseismic joint is processed.
The utility model content
The technical problem that the utility model solves provides a kind of concrete wall settlement joint structure, solves the problem of traditional settlement joint seepage.
The utility model comprises foam plastics strip, flax silk, building sealant, waterproofing mortar, concrete wall settlement joint width is 20～30mm, filling foam plastics strip in the settlement joint, the gap filling flax silk of foam plastics strip and concrete wall, the building sealant sealing is adopted at the position, shrinkage joint, the external coating waterproofing mortar of both sides, shrinkage joint concrete wall, waterproofing mortar intensity are M7.5.
The utility model is simple and practical.
Description of drawings
Fig. 1 concrete wall settlement joint structure schematic diagram.
Reference numeral: 1, foam plastics strip, 2, flax silk, 3, building sealant, 4, waterproofing mortar.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described in detail.
Fig. 1 is concrete wall settlement joint structure schematic diagram.The utility model comprises foam plastics strip 1, flax silk 2, building sealant 3, waterproofing mortar 4, concrete wall settlement joint width is 25mm, filling foam plastics strip 1 in the settlement joint, the gap filling flax silk 2 of foam plastics strip 1 and concrete wall, building sealant 3 sealings are adopted at the position, shrinkage joint, the external coating waterproofing mortar 4 of both sides, shrinkage joint concrete wall, waterproofing mortar semi-finals degree is M7.5.
Claims (1)
1. concrete wall settlement joint structure, it is characterized in that comprising foam plastics strip, flax silk, building sealant, waterproofing mortar, concrete wall settlement joint width is 20～30mm, filling foam plastics strip in the settlement joint, the gap filling flax silk of foam plastics strip and concrete wall, the building sealant sealing is adopted at the position, shrinkage joint, the external coating waterproofing mortar of both sides, shrinkage joint concrete wall, and waterproofing mortar intensity is M7.5.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220266267 CN202672372U (en) | 2012-05-31 | 2012-05-31 | Settlement joint structure for concrete wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220266267 CN202672372U (en) | 2012-05-31 | 2012-05-31 | Settlement joint structure for concrete wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202672372U true CN202672372U (en) | 2013-01-16 |
Family
ID=47493282
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220266267 Expired - Fee Related CN202672372U (en) | 2012-05-31 | 2012-05-31 | Settlement joint structure for concrete wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202672372U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103526775A (en) * | 2013-10-23 | 2014-01-22 | 中国能源建设集团广东省电力设计研究院 | Water-stop curtain wall |
-
2012
- 2012-05-31 CN CN 201220266267 patent/CN202672372U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103526775A (en) * | 2013-10-23 | 2014-01-22 | 中国能源建设集团广东省电力设计研究院 | Water-stop curtain wall |
| CN103526775B (en) * | 2013-10-23 | 2016-03-16 | 中国能源建设集团广东省电力设计研究院有限公司 | Water-stop curtain wall |
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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: 20130116 Termination date: 20130531 |