CN204282409U - Novel ater-casting transverse crack control structure - Google Patents
Novel ater-casting transverse crack control structure Download PDFInfo
- Publication number
- CN204282409U CN204282409U CN201420728493.6U CN201420728493U CN204282409U CN 204282409 U CN204282409 U CN 204282409U CN 201420728493 U CN201420728493 U CN 201420728493U CN 204282409 U CN204282409 U CN 204282409U
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- ater
- casting
- bed course
- wire cloth
- shrinkage joint
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Abstract
The utility model discloses a kind of novel ater-casting transverse crack control structure, below raft plate, bed course is set, cement based penetration crystallization type water proofing paint layer is set below raft plate, asphalt water-proof coiled material layer, glass fiber mesh are set between cement based penetration crystallization type water proofing paint layer and bed course, and glass fiber mesh is positioned at the below of asphalt water-proof coiled material layer, arranging diameter in bed course is φ 0.8mm double-layer double-direction steel mesh reinforcement; Ater-casting is segmented version, length≤the 150m of every section of ater-casting, between adjacent ater-casting, shrinkage joint is set, in shrinkage joint, gauze wire cloth is set, the surface, the left and right sides of gauze wire cloth covers left and right hydro-expansive rubber bar respectively, arranges be arranged in ater-casting, the steel plate for sealing water vertical with gauze wire cloth at shrinkage joint place.The utility model is rational in infrastructure, makes region, overlength ater-casting have good opposing transverse crack and produces and impervious function; Easy construction, does not affect again the design function of ater-casting simultaneously.
Description
Technical field
The utility model relates to a kind of ater-casting transverse crack control structure.
Background technology
Easily there is existing transverse crack in the raft board post poured band that underground building area reaches 2 more than Wan ㎡, or even through crack, individual cases are serious, also have impact on the normal use of basement.Need to be researched and solved further.
Summary of the invention
The purpose of this utility model is to provide a kind of rational in infrastructure, the novel ater-casting transverse crack control structure that can effectively prevent transverse crack from producing.
Technical solution of the present utility model is:
A kind of novel ater-casting transverse crack control structure, it is characterized in that: comprise the raft plate of building ater-casting, below raft plate, bed course is set, cement based penetration crystallization type water proofing paint layer is set below raft plate, asphalt water-proof coiled material layer, glass fiber mesh are set between cement based penetration crystallization type water proofing paint layer and bed course, and glass fiber mesh is positioned at the below of asphalt water-proof coiled material layer, arranging diameter in bed course is φ 0.8mm double-layer double-direction steel mesh reinforcement; Ater-casting is segmented version, length≤the 150m of every section of ater-casting, between adjacent ater-casting, shrinkage joint is set, in shrinkage joint, gauze wire cloth is set, the surface, the left and right sides of gauze wire cloth covers left and right hydro-expansive rubber bar respectively, arranges be arranged in ater-casting, the steel plate for sealing water vertical with gauze wire cloth at shrinkage joint place.
The utility model is rational in infrastructure, makes raft board post poured band region have good opposing transverse crack and produces and impervious function; Easy construction, does not affect again the design function of ater-casting simultaneously.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is described in further detail.
Fig. 1 is the structural representation of the utility model embodiment.
Fig. 2 is the structural representation at shrinkage joint, ater-casting place.
Detailed description of the invention
A kind of novel ater-casting transverse crack control structure, comprise the raft plate 2 of building ater-casting 1, bed course 3 is set below raft plate, cement based penetration crystallization type water proofing paint layer 4 is set below raft plate, asphalt water-proof coiled material layer 5, glass fiber mesh 6 are set between cement based penetration crystallization type water proofing paint layer 4 and bed course 3, and glass fiber mesh is positioned at the below of asphalt water-proof coiled material layer 5, arranging diameter in bed course is φ 0.8mm double-layer double-direction steel mesh reinforcement 7; Ater-casting is segmented version, length≤the 150m of every section of ater-casting, shrinkage joint 12 is set between adjacent ater-casting, gauze wire cloth 8 is set in shrinkage joint, the surface, the left and right sides of gauze wire cloth covers left and right hydro-expansive rubber bar 9,10 respectively, arranges be arranged in ater-casting, the steel plate for sealing water 11 vertical with gauze wire cloth at shrinkage joint place.
Claims (1)
1. a novel ater-casting transverse crack control structure, it is characterized in that: comprise the raft plate of building ater-casting, below raft plate, bed course is set, cement based penetration crystallization type water proofing paint layer is set below raft plate, asphalt water-proof coiled material layer, glass fiber mesh are set between cement based penetration crystallization type water proofing paint layer and bed course, and glass fiber mesh is positioned at the below of asphalt water-proof coiled material layer, arranging diameter in bed course is φ 0.8mm double-layer double-direction steel mesh reinforcement; Ater-casting is segmented version, length≤the 150m of every section of ater-casting, between adjacent ater-casting, shrinkage joint is set, in shrinkage joint, gauze wire cloth is set, the surface, the left and right sides of gauze wire cloth covers left and right hydro-expansive rubber bar respectively, arranges be arranged in ater-casting, the steel plate for sealing water vertical with gauze wire cloth at shrinkage joint place.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420728493.6U CN204282409U (en) | 2014-11-28 | 2014-11-28 | Novel ater-casting transverse crack control structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420728493.6U CN204282409U (en) | 2014-11-28 | 2014-11-28 | Novel ater-casting transverse crack control structure |
Publications (1)
Publication Number | Publication Date |
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CN204282409U true CN204282409U (en) | 2015-04-22 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201420728493.6U Expired - Fee Related CN204282409U (en) | 2014-11-28 | 2014-11-28 | Novel ater-casting transverse crack control structure |
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CN (1) | CN204282409U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107724436A (en) * | 2017-09-30 | 2018-02-23 | 深圳市建工集团股份有限公司 | A kind of post-cast strip Seepage method |
CN108532985A (en) * | 2018-06-07 | 2018-09-14 | 中建五局土木工程有限公司 | Foundation beam board construction method |
CN113431215A (en) * | 2021-06-29 | 2021-09-24 | 中建五局第三建设有限公司 | Waterproof structure of building bearing plate concrete construction joint and construction method thereof |
-
2014
- 2014-11-28 CN CN201420728493.6U patent/CN204282409U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107724436A (en) * | 2017-09-30 | 2018-02-23 | 深圳市建工集团股份有限公司 | A kind of post-cast strip Seepage method |
CN107724436B (en) * | 2017-09-30 | 2020-03-13 | 深圳市建工集团股份有限公司 | Post-cast strip seepage-proofing construction method |
CN108532985A (en) * | 2018-06-07 | 2018-09-14 | 中建五局土木工程有限公司 | Foundation beam board construction method |
CN113431215A (en) * | 2021-06-29 | 2021-09-24 | 中建五局第三建设有限公司 | Waterproof structure of building bearing plate concrete construction joint and construction method thereof |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150422 Termination date: 20151128 |