CN201137218Y - Bottom board post pouring strip indwelling stages temporary protection structure - Google Patents
Bottom board post pouring strip indwelling stages temporary protection structure Download PDFInfo
- Publication number
- CN201137218Y CN201137218Y CNU2007201593917U CN200720159391U CN201137218Y CN 201137218 Y CN201137218 Y CN 201137218Y CN U2007201593917 U CNU2007201593917 U CN U2007201593917U CN 200720159391 U CN200720159391 U CN 200720159391U CN 201137218 Y CN201137218 Y CN 201137218Y
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- China
- Prior art keywords
- temporary protection
- protection structure
- post
- base plate
- stage
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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
The utility model discloses a temporary protection structure for base plate post-pouring strips in indwelling stage, which comprises base plates, base plate bedding layers and a post-pouring strip sandwiched between the two base plates. The temporary protection structure is characterized in that two lateral side base plates of the post-pouring strip are respectively provided with a temporary protection wall, and the top surface in the middle of two protection walls is equipped with a waterproof ceiling. The temporary protection structure can effectively protect post-pouring strips in indwelling stage, reduce construction waste and rain immersion, furthest decrease influence of construction working condition to post-pouring strips in indwelling stage, and reduce maintaining cost in the future, which has technical and economic effects of guaranteeing construction quality and reducing cost.
Description
Technical field
The utility model discloses a kind of underground concrete structure, be specifically related to the protection structure of ater-casting, underground structure reservation stage.
Background technology
Basement bottom board has more and more adopted super-long structural in the modern architecture, the general shrinkage crack problem that adopts the method that the ater-casting is set to solve Overlong Concrete Structure in the design, and the ater-casting general requirements finishes in both sides concreting and could seal after two months.Can cause like this at bottom plate rear pouring tape and keep somewhere the stage, because the influence of site operation operating mode, tend to cause the position, ater-casting to pile up a large amount of building waste and ponding, cause great difficulty for ater-casting cleaning in the future, and the cleaning do not tend to cause the seepage phenomenon at position, ater-casting only, this also is that the position, ater-casting the crack occurs again and again and causes one of main cause of seepage.
Summary of the invention
The utility model is at the deficiency of prior art, and the purpose of this utility model provides a kind of bottom plate rear pouring tape and keeps somewhere stage temporary protection structure, adopts this structure can avoid problems such as ater-casting reserved part ponding.
Below introduce structure of the present utility model in detail, a kind of bottom plate rear pouring tape is kept somewhere stage temporary protection structure, comprises base plate and base plate bed course, and the centre of described two base plates is ater-castings; One temporary protection wall respectively is set on the both sides base plate of described ater-casting, and the end face in the middle of the two temporary protection walls is provided with the waterproof ceiling.
Wherein, recessed 10 centimetres of described base plate bed course, and be provided with and keep 1% the gradient downstream to a side.
Wherein, the described ceiling that discharges water adopts the bamboo offset plate, and this bamboo offset plate is fixed on the temporary protection wall.
Wherein, described temporary protection wall is provided with 12 centimetres high.
Advantage of the present utility model adopts the utility model technology can solve the ater-casting in effective protection problem of keeping somewhere the stage; reduce the immersion of building waste and rainwater; reduce the construction operating mode to greatest extent and the ater-casting is kept somewhere the influence in stage; crack and the seepage phenomenon that can avoid the ater-casting not cause only because of cleaning; reduce the expense of maintenance in the future; have the assurance construction quality, techno-economic effect such as reduce cost.
Description of drawings
Figure of description 1 is a structural representation of the present utility model.
The specific embodiment
Below in conjunction with Figure of description utility model is done further to disclose.
Embodiment:
See also Figure of description 1; A kind of bottom plate rear pouring tape is kept somewhere stage temporary protection structure, comprises base plate 1 and base plate bed course 2, and the centre of described two base plates is ater-castings 3; One temporary protection wall 4 respectively is set on the both sides base plate of described ater-casting, and temporary protection wall 4 is provided with 12 centimetres high.End face in the middle of the two temporary protection walls is provided with waterproof ceiling 5.
Base plate bed course 2 recessed 10 centimetres, and be provided with and keep 1% the gradient downstream to a side.
The ceiling 5 that discharges water adopts the bamboo offset plate, and this bamboo offset plate is fixed on the temporary protection wall 4.
Claims (4)
1, a kind of bottom plate rear pouring tape is kept somewhere stage temporary protection structure, comprises base plate and base plate bed course, and the centre of described two base plates is ater-castings; It is characterized in that, a temporary protection wall respectively is set on the both sides base plate of described ater-casting, the end face in the middle of the two temporary protection walls is provided with the waterproof ceiling.
2, bottom plate rear pouring tape according to claim 1 is kept somewhere stage temporary protection structure, it is characterized in that, wherein, recessed 10 centimetres of described base plate bed course, and be provided with and keep 1% the gradient downstream to a side.
3, bottom plate rear pouring tape according to claim 1 and 2 is kept somewhere stage temporary protection structure, it is characterized in that, wherein, the described ceiling that discharges water adopts the bamboo offset plate, and this bamboo offset plate is fixed on the temporary protection wall.
4, bottom plate rear pouring tape according to claim 1 and 2 is kept somewhere stage temporary protection structure, it is characterized in that wherein, described temporary protection wall is provided with 12 centimetres high.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201593917U CN201137218Y (en) | 2007-12-20 | 2007-12-20 | Bottom board post pouring strip indwelling stages temporary protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201593917U CN201137218Y (en) | 2007-12-20 | 2007-12-20 | Bottom board post pouring strip indwelling stages temporary protection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201137218Y true CN201137218Y (en) | 2008-10-22 |
Family
ID=40037904
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007201593917U Expired - Fee Related CN201137218Y (en) | 2007-12-20 | 2007-12-20 | Bottom board post pouring strip indwelling stages temporary protection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201137218Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102277963A (en) * | 2011-05-06 | 2011-12-14 | 江苏正威建设有限公司 | Structure for preventing pre-cast concrete from overflowing into post-cast strip |
| CN104746537A (en) * | 2015-02-27 | 2015-07-01 | 成都聚智工业设计有限公司 | Deformation joint waterproof structure |
-
2007
- 2007-12-20 CN CNU2007201593917U patent/CN201137218Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102277963A (en) * | 2011-05-06 | 2011-12-14 | 江苏正威建设有限公司 | Structure for preventing pre-cast concrete from overflowing into post-cast strip |
| CN102277963B (en) * | 2011-05-06 | 2013-04-24 | 江苏正威建设有限公司 | Structure for preventing pre-cast concrete from overflowing into post-cast strip |
| CN104746537A (en) * | 2015-02-27 | 2015-07-01 | 成都聚智工业设计有限公司 | Deformation joint waterproof structure |
| CN104746537B (en) * | 2015-02-27 | 2016-06-29 | 国网山东省电力公司淄博供电公司 | Waterproof structure for deformation seams |
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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: 20081022 Termination date: 20151220 |
|
| EXPY | Termination of patent right or utility model |