CN207176768U - A kind of Underground Building for Anti-floating anchor pole water proof structure - Google Patents
A kind of Underground Building for Anti-floating anchor pole water proof structure Download PDFInfo
- Publication number
- CN207176768U CN207176768U CN201720824696.9U CN201720824696U CN207176768U CN 207176768 U CN207176768 U CN 207176768U CN 201720824696 U CN201720824696 U CN 201720824696U CN 207176768 U CN207176768 U CN 207176768U
- Authority
- CN
- China
- Prior art keywords
- anchor pole
- coiled material
- waterproof layer
- return
- waterproof
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 13
- 238000007667 floating Methods 0.000 title claims abstract description 11
- 239000000463 material Substances 0.000 claims abstract description 31
- 239000002674 ointment Substances 0.000 claims abstract description 14
- 241000251468 Actinopterygii Species 0.000 claims abstract description 9
- 239000010410 layer Substances 0.000 claims 6
- 239000011241 protective layer Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 description 2
- 238000004166 bioassay Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005755 formation reaction Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000003014 reinforcing Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Abstract
The utility model discloses a kind of Underground Building for Anti-floating anchor pole water proof structure, including anchor pole, concrete cushion, modified pitch ointment, coil waterproof layer, fish tail and waterproof layer, it is characterised in that：The anchor pole extends vertically through concrete cushion, the coil waterproof layer at the anchor pole on return to be formed and return coiled material bucket, it is described on return modified pitch ointment poured into coiled material bucket, the coil waterproof layer top sets fish tail and waterproof layer.The utility model returns coiled material bucket by using returning to be formed on coil waterproof layer, and modified pitch ointment is poured into coiled material bucket in upper return, anchor pole and coil waterproof layer is formed organic whole, prevent water along anchor pole up seepage, waterproof quality is effectively guaranteed, reduces risk of leakage.
Description
Technical field
Underground project waterproof field is the utility model is related to, specifically a kind of Underground Building for Anti-floating anchor pole water proof structure.
Background technology
Concrete floor largely employs anti-float anchor rod in recent years, lives raft plate with whole anti-uplift or anchor to reduce thickness of slab, mixes
Native bottom plate is coagulated in addition to using bottom plate rigid self-waterproof, also using one of coiled material flexible water.And due to being run through by anchor pole reinforcing bar
The influence of waterproof layer, waterproof coiled material is caused to be difficult in anchor pole through part effectively closed, anchor pole node waterproof is all ground all the time
The construction Difficulties and quality weak spot of lower engineering waterproofing, once there is seepage, the use function of hypogee is not only influenceed, and
Have a strong impact on the structure safety of architectural engineering.
Utility model content
The purpose of this utility model is to provide a kind of Underground Building for Anti-floating anchor pole water proof structure, to solve in the prior art
Because waterproof coiled material anchor pole through part be difficult to it is effectively closed, easily cause the problem of hidden leakage defect.
To achieve the above object, the utility model provides following technical scheme：A kind of Underground Building for Anti-floating anchor pole waterproof structure
Make, including anchor pole, concrete cushion, modified pitch ointment, coil waterproof layer, fish tail and waterproof layer, the anchor pole extend vertically through mixed
Solidifying soil padding, the coil waterproof layer at the anchor pole on return to be formed and return coiled material bucket, it is described on return modified drip poured into coiled material bucket
Blue or green ointment, the coil waterproof layer top set fish tail and waterproof layer.
Preferably, the coil waterproof layer at the anchor pole on return to form that to return coiled material bucket depth degree be 100mm.
Preferably, it is 50mm to 80mm to be returned on described and the height of modified pitch ointment is poured into coiled material bucket.
Preferably, waterproof coiled material extra play is provided below in coil waterproof layer at the anchor pole.
Compared with prior art, the beneficial effects of the utility model are：The utility model is by using on coil waterproof layer
Return to be formed and return coiled material bucket, and modified pitch ointment is poured into coiled material bucket in upper return, anchor pole is formed with coil waterproof layer organic
It is overall, prevent water from being effectively guaranteed waterproof quality along anchor pole up seepage, reduce risk of leakage.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
In figure：1- anchor poles, 2- concrete cushions, 3- modified pitch ointment, 4- coil waterproof layers, 5- fish tail and waterproof layers, 6-
On return coiled material bucket, 7- waterproof coiled material extra plays.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belong to the scope of the utility model protection.
Referring to Fig. 1, in the utility model embodiment, a kind of Underground Building for Anti-floating anchor pole water proof structure, including anchor pole 1,
Concrete cushion 2, modified pitch ointment 3, coil waterproof layer 4, fish tail and waterproof layer 5, anchor pole 1 extend vertically through concrete cushion 2, volume
Material waterproof layer 4 at the anchor pole 1 on return to be formed and return coiled material bucket 6, above return and modified pitch ointment 3, waterproof coiled material poured into coiled material bucket 6
4 top of layer set fish tail and waterproof layer 5.
Specific construction process is：
Constructed in anchor pole 1 and complete and after the assay was approved, start casting concrete bed course 2, treat that concrete cushion 2 reaches intensity
After it is required that, then first paving waterproof coiled material extra play 7 carries out the large area paving of coil waterproof layer 4, and at the anchor pole 1 on return
Coiled material bucket 6 is returned in formation, then the modified pitch ointment 3 of hot melt is poured into and returned in coiled material bucket 6, finally pours fish tail and waterproof layer
5。
Claims (4)
1. a kind of Underground Building for Anti-floating anchor pole water proof structure, including anchor pole, concrete cushion, modified pitch ointment, waterproof coiled material
Layer, fish tail and waterproof layer, it is characterised in that：The anchor pole extends vertically through concrete cushion, the coil waterproof layer at the anchor pole on
Return to be formed and return coiled material bucket, it is described on return modified pitch ointment poured into coiled material bucket, the coil waterproof layer top sets waterproof
Protective layer.
A kind of 2. Underground Building for Anti-floating anchor pole water proof structure according to claim 1, it is characterised in that：The waterproof coiled material
Layer at the anchor pole on return to form that to return coiled material bucket depth degree be 100mm.
A kind of 3. Underground Building for Anti-floating anchor pole water proof structure according to claim 1, it is characterised in that：Coiled material is returned on described
The height that modified pitch ointment is poured into bucket is 50mm to 80mm.
A kind of 4. Underground Building for Anti-floating anchor pole water proof structure according to claim 1, it is characterised in that：Rolled up at the anchor pole
Waterproof coiled material extra play is provided below in material waterproof layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720824696.9U CN207176768U (en) | 2017-07-10 | 2017-07-10 | A kind of Underground Building for Anti-floating anchor pole water proof structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720824696.9U CN207176768U (en) | 2017-07-10 | 2017-07-10 | A kind of Underground Building for Anti-floating anchor pole water proof structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207176768U true CN207176768U (en) | 2018-04-03 |
Family
ID=61735518
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720824696.9U Expired - Fee Related CN207176768U (en) | 2017-07-10 | 2017-07-10 | A kind of Underground Building for Anti-floating anchor pole water proof structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207176768U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109898565A (en) * | 2019-03-18 | 2019-06-18 | 广西建工集团建筑工程总承包有限公司 | Utilize the construction method of anti-float anchor rod brace foundation gluten |
-
2017
- 2017-07-10 CN CN201720824696.9U patent/CN207176768U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109898565A (en) * | 2019-03-18 | 2019-06-18 | 广西建工集团建筑工程总承包有限公司 | Utilize the construction method of anti-float anchor rod brace foundation gluten |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180403 Termination date: 20210710 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |