CN209129037U - One kind is for high-rise annex bottom plate post-poured strip waterproof structure - Google Patents
One kind is for high-rise annex bottom plate post-poured strip waterproof structure Download PDFInfo
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- CN209129037U CN209129037U CN201821620063.7U CN201821620063U CN209129037U CN 209129037 U CN209129037 U CN 209129037U CN 201821620063 U CN201821620063 U CN 201821620063U CN 209129037 U CN209129037 U CN 209129037U
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- pouring concrete
- waterproof
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Abstract
The utility model provides one kind for high-rise annex bottom plate post-poured strip waterproof structure, includes back fill course, bed course, waterproof reinforced layer, waterproof layer, protective layer, first pouring concrete layer, rear pouring concrete layer, sealing rod, steel fabric sheet；The bed course is formed by concreting, which has back fill course compacting, and top is provided with waterproof layer；Matcoveredn is set on the waterproof layer, which is built by pea gravel concreten；First pouring concrete layer has been poured on the protective layer, and the groove with first pouring concrete layer same thickness is reserved in elder generation's pouring concrete layer；Rear pouring concrete layer has been poured in the groove of elder generation's pouring concrete layer, steel fabric sheet has been provided on the rear pouring concrete layer and first pouring concrete layer interface and reinforces connection, and be provided with sealing rod in the middle part of interface；The groove of elder generation's pouring concrete layer corresponds to width position and is additionally provided with waterproof reinforced layer below waterproof layer.
Description
Technical field
The utility model relates to buildings waterproof fields, more particularly to one kind is for high-rise annex bottom plate rear pouring tape waterproof knot
Structure.
Background technique
With the fast development of building trade, many buildings, which all design, now basement, but basement is generally existing
Waterproof failure, infiltration leak the phenomenon that, the especially waterproof of the bottom plate rear pouring tape waterproof of under ground portion, once basement waterproofing
Go wrong to be difficult to carry out and remedy, and underground water easily invade cause in concrete steel bar corrosion and it is soluble corrode, influence whole
A building safety.
Utility model content
The purpose of this utility model is that it is in view of the drawbacks of the prior art and insufficient, it provides a kind of for high-rise annex bottom plate
Post-cast strip waterproof construction, the structure include waterproof reinforced layer, waterproof layer, sealing rod, form water-proof wire, ensure that waterproof
Property, while having paid attention to the thin portion waterproof of building, and reasonable in design, it is easy for construction.
It is a kind of for high-rise annex bottom plate rear pouring tape that in order to achieve the above purposes, the technical solution adopted by the utility model is:
Waterproof construction includes back fill course, bed course, waterproof reinforced layer, waterproof layer, protective layer, first pouring concrete layer, rear pouring concrete
Layer, sealing rod, steel fabric sheet；The bed course is formed by concreting, which has back fill course compacting, top setting
There is waterproof layer；Matcoveredn is set on the waterproof layer, which is built by pea gravel concreten；It is poured on the protective layer
First pouring concrete layer has been built, the groove with first pouring concrete layer same thickness is reserved in elder generation's pouring concrete layer；It is described first to pour
Rear pouring concrete layer has been poured in the groove of concrete layer, has been provided on the rear pouring concrete layer and first pouring concrete layer interface
Steel fabric sheet reinforces connection, and sealing rod is provided in the middle part of interface；The groove of elder generation's pouring concrete layer corresponds to width bits
It sets and is additionally provided with waterproof reinforced layer below waterproof layer.
Preferably, the waterproof layer is 4mm thickness SBS modified bituminous pitch coiled material layer；The waterproof reinforced layer is 3mm thickness SBS
Modified bituminous pitch coiled material enhancement layer.
Preferably, the sealing rod is 20 × 30mm water expandable waterstop.
Preferably, the waterproof reinforced layer is laid with the every side 300mm of groove that width at least has more first pouring concrete layer.
Preferably, the rear pouring concrete layer pours processing by shrinkage concrete and is formed.
The beneficial effects of the utility model are: the structure includes waterproof reinforced layer, waterproof layer, sealing rod, form anti-
Waterline ensure that waterproofness, while pay attention to the thin portion waterproof of building, and reasonable in design, easy for construction.
Detailed description of the invention
Attached drawing described herein is to be used to provide a further understanding of the present invention, and constitutes one of the application
Point, but do not constitute the restriction to the utility model.
Fig. 1 one kind is used for high-rise annex bottom plate post-poured strip waterproof structure schematic diagram.
Wherein: 1 is back fill course, and 2 be bed course, and 3 be waterproof reinforced layer, and 4 be waterproof layer, and 5 be protective layer, and 6 is mixed first to pour
Solidifying soil layer, 7 be rear pouring concrete layer, and 8 be sealing rod, and 9 be steel fabric sheet.
Specific embodiment
In conjunction with attached drawing, the utility model is described in further detail.
As shown, it is a kind of for high-rise annex bottom plate post-poured strip waterproof structure, include back fill course 1, bed course 2, prevent
Water enhancement layer 3, waterproof layer 4, protective layer 5, first pouring concrete layer 6, rear pouring concrete layer 7, sealing rod 8, steel fabric sheet 9；It is described
Bed course 2 is formed by concreting, which has the compacting of back fill course 1, and top is provided with waterproof layer 4；The waterproof layer
Matcoveredn 5 is set on 4, which is built by pea gravel concreten；First pouring concrete has been poured on the protective layer 5
Layer 6 is reserved with the groove with 6 same thickness of elder generation pouring concrete layer in the elder generation pouring concrete layer 6；Elder generation's pouring concrete layer 6
Rear pouring concrete layer 7 has been poured in groove, is provided with steel wire on the rear pouring concrete layer 7 and first 6 interface of pouring concrete layer
Piece 9 reinforces connection, and sealing rod 8 is provided in the middle part of interface；The groove of elder generation's pouring concrete layer 6 corresponds to width position and exists
Waterproof reinforced layer 3 is additionally provided with below waterproof layer 4.
When it is implemented, the waterproof layer 4 is 4mm thickness SBS modified bituminous pitch coiled material layer；The waterproof reinforced layer 3 is 3mm thick
SBS modified bituminous pitch coiled material enhancement layer.
When it is implemented, the sealing rod 8 is 20 × 30mm water expandable waterstop.
When it is implemented, the waterproof reinforced layer 3 is laid with the every side of groove that width at least has more first pouring concrete layer 6
300mm。
When it is implemented, the rear pouring concrete layer 7 pours processing by shrinkage concrete and is formed.
Claims (5)
1. one kind is for high-rise annex bottom plate post-poured strip waterproof structure, it is characterised in that: include back fill course, bed course, waterproof
Enhancement layer, waterproof layer, protective layer, first pouring concrete layer, rear pouring concrete layer, sealing rod, steel fabric sheet；The bed course is by coagulation
Soil pours to be formed, which has back fill course compacting, and top is provided with waterproof layer；Protection is provided on the waterproof layer
Layer, the protective layer are built by pea gravel concreten；First pouring concrete layer is poured on the protective layer, elder generation's pouring concrete layer
In be reserved with groove with first pouring concrete layer same thickness；Rear pouring concrete has been poured in the groove of elder generation's pouring concrete layer
Steel fabric sheet, which is provided with, on layer, the rear pouring concrete layer and first pouring concrete layer interface reinforces connection, and the middle part of interface
It is provided with sealing rod；The groove of elder generation's pouring concrete layer corresponds to width position and is additionally provided with waterproof reinforced below waterproof layer
Layer.
2. according to claim 1 a kind of for high-rise annex bottom plate post-poured strip waterproof structure, it is characterised in that: described anti-
Water layer is 4mm thickness SBS modified bituminous pitch coiled material layer；The waterproof reinforced layer is 3mm thickness SBS modified bituminous pitch coiled material enhancement layer.
3. according to claim 1 a kind of for high-rise annex bottom plate post-poured strip waterproof structure, it is characterised in that: described to stop
Water bar is 20 × 30mm water expandable waterstop.
4. according to claim 1 a kind of for high-rise annex bottom plate post-poured strip waterproof structure, it is characterised in that: described anti-
Water enhancement layer is laid with the every side 300mm of groove that width at least has more first pouring concrete layer.
5. according to claim 1 a kind of for high-rise annex bottom plate post-poured strip waterproof structure, it is characterised in that: after described
Pouring concrete layer pours processing by shrinkage concrete and is formed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821620063.7U CN209129037U (en) | 2018-09-30 | 2018-09-30 | One kind is for high-rise annex bottom plate post-poured strip waterproof structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821620063.7U CN209129037U (en) | 2018-09-30 | 2018-09-30 | One kind is for high-rise annex bottom plate post-poured strip waterproof structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209129037U true CN209129037U (en) | 2019-07-19 |
Family
ID=67231012
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821620063.7U Expired - Fee Related CN209129037U (en) | 2018-09-30 | 2018-09-30 | One kind is for high-rise annex bottom plate post-poured strip waterproof structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209129037U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111549725A (en) * | 2020-05-29 | 2020-08-18 | 大连理工大学 | A kind of anti-horizontal water leakage structure of intermittent layer of roller compacted concrete dam in severe cold area |
| CN112696024A (en) * | 2020-12-25 | 2021-04-23 | 中建四局第六建设有限公司 | Seamless connection construction method for super-large-area ultrahigh-precision one-step forming terrace |
| CN115354699A (en) * | 2022-08-23 | 2022-11-18 | 中建八局天津建设工程有限公司 | Bottom plate post-cast strip structure and construction method thereof |
-
2018
- 2018-09-30 CN CN201821620063.7U patent/CN209129037U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111549725A (en) * | 2020-05-29 | 2020-08-18 | 大连理工大学 | A kind of anti-horizontal water leakage structure of intermittent layer of roller compacted concrete dam in severe cold area |
| CN112696024A (en) * | 2020-12-25 | 2021-04-23 | 中建四局第六建设有限公司 | Seamless connection construction method for super-large-area ultrahigh-precision one-step forming terrace |
| CN115354699A (en) * | 2022-08-23 | 2022-11-18 | 中建八局天津建设工程有限公司 | Bottom plate post-cast strip structure and construction method thereof |
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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: 20190719 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |