CN206205163U - Prevent the anti-leakage structure sheaf of basement water leakage of floor - Google Patents
Prevent the anti-leakage structure sheaf of basement water leakage of floor Download PDFInfo
- Publication number
- CN206205163U CN206205163U CN201621205169.1U CN201621205169U CN206205163U CN 206205163 U CN206205163 U CN 206205163U CN 201621205169 U CN201621205169 U CN 201621205169U CN 206205163 U CN206205163 U CN 206205163U
- Authority
- CN
- China
- Prior art keywords
- basement
- floor
- leakage
- fitros
- layer
- 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.)
- Active
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model discloses a kind of anti-leakage structure sheaf for preventing basement water leakage of floor; by the 4mm thickness SBS modified asphalt waterproof coiled materials laid on basement structure basal plane is completed; the fitros nitre layer of waterproof roll topping laying, fitros nitre layer surface layer is provided with the thick C25 pea gravel concretens protective layer of the interior two-way concrete slab net matched somebody with somebody and its upper and the embedded R50PVC pipes as drainage system are constituted in fitros nitre layer.The R50PVC pipes side opens up a permeable hole of aperture 3cm 1 every 500mm, and pitch-row ttom of pipe 1cm lays along basement drainage ditch is unilateral.Steel wire is provided with the tube head of the bottom nozzle that the R50PVC pipes are connected in the floor drain for leading to basement, in preventing foreign matter in pipe from flowing into basement drainage system, the port position is shut, and sets 1% gradient to end bottom from port.The utility model anti-leakage structure sheaf has a drain function, and then prevents underground room floor the bad phenomenon of infiltration occur, it is to avoid maintenance cost expenditure of the later stage caused by underground room floor seeps water and ensure beneficial effect of the basement using function.
Description
Technical field
The utility model is related to a kind of anti-leakage structure sheaf for preventing basement water leakage of floor, belongs to waterproofing for basement
Technical field.
Background technology
Waterproofing work is a special engineering in architectural engineering, is one of emphasis of quality control in work progress.With
Architectural engineering development with rapid changepl. never-ending changes and improvements, skyscraper increases, wherein most public building in meeting its use function
Requirement be equipped with basement.Various equipment rooms and parking lot are arranged in basement.Limited accounting for can so be saved
The requirement that ground area meets various use functions simultaneously is convenient for people to be used.Therefore, the utilization of basement is increasingly subject to
Pay attention to.
Waterproof to underground room floor position, impervious due to the particular surroundings residing for basement, the aspect such as cracking resistance has strictly
Requirement, even if implementing waterproof layer to it, often due to basement cutting depth is larger, present position periphery underground water is richer
It is rich.Once the construction of foundation ditch sealing facility, waterproof construction are perfect etc. not to the utmost, will cause basement that ground can be caused after main body construction
The situation of local infiltration, the later stage is as processed the use function of being not good at will be unable to meet from now in addition.Such situation unit in charge of construction one
As conventional tissue carry out leak stopping mortar depositing construction, take the method substantially to solve seepage problem, but still occur and ooze individually
The situation that point cannot be eradicated completely.Therefore basement water leakage of floor is the place that radical cure is most difficult in a plurality of locations.
How a kind of reliable anti-leakage structure sheaf for preventing basement water leakage of floor of design safety, as building industry work
The problem that journey technical staff extremely pays close attention to, is also the problem of construction engineering technical staff urgently R and D.
Utility model content
The purpose of this utility model, be in view of the shortcomings of the prior art part, there is provided one kind prevents underground room floor from oozing
The anti-leakage structure sheaf of leakage, the anti-leakage structure sheaf has drain function, and then ground is reached anti-leakage requirement.
To achieve the above object, the technical scheme for being used is the utility model:
A kind of anti-leakage structure sheaf for preventing basement water leakage of floor, it is characterised in that:By completing basement structure base
The 4mm thickness SBS modified asphalt waterproof coiled materials laid on face, the fitros nitre layer of waterproof roll topping laying, on fitros nitre layer surface layer
The two-way concrete slab net and its thick C25 pea gravel concretens protective layer of upper matched somebody with somebody in being provided with and the embedded conduct in fitros nitre layer
The R50PVC pipes of drainage system are constituted.
The C25 pea gravel concretens protective layer, its thickness design 5cm~8cm.
The fitros nitre layer, stone nitre particle diameter is 3mm~5mm, fitros nitre thickness degree design 200mm~400mm.
R50PVC pipe, caliber is 50mm, in R50PVC pipes side every 500mm, opens up the permeable of aperture 3cm
Hole 1, pitch-row ttom of pipe 1cm lays along basement drainage ditch is unilateral.
The R50PVC pipes, steel wire is provided with the tube head of its bottom nozzle being connected in the floor drain for leading to basement
Net, in preventing foreign matter in pipe from flowing into basement drainage system, the port position is shut, and sets 1% slope to end bottom from port
Degree.
Advantage of the present utility model and beneficial effect
Advantage:1st, anti-leakage structure sheaf of the present utility model is because having drain function, and then prevents underground room floor to go out
The bad phenomenon for now seeping water.2nd, maintenance cost expenditure of the later stage caused by underground room floor seeps water is avoided.3rd, basement is ensured
Use function.
Beneficial effect:
1st, using basement water leakage of floor from drainage system, is prevented, repair for 2nd time is at the same time avoided.
2nd, the later stage effectively has been saved because of the cost payout caused by maintenance.
3rd, ground overall appearance after the completion of construction is ensured, not because later period maintenance destroys basement structure.
Brief description of the drawings
Fig. 1 is the schematic diagram of anti-leakage structure sheaf;
Fig. 2 is that R50PVC pipes side opens up and the structure of steel wire is provided with the tube head of permeable hole and floor drain bottom nozzle shows
It is intended to.
In Fig. 1:1C25 pea gravel concreten protective layers;2 two-way concrete slab nets;3 fitros nitre layer;;4SBS modified asphalt waterproofs are rolled up
Material;5 concrete floors.
In Fig. 2:6R50PVC is managed;6-1 permeable holes;6-2 steel wires;7 floor drains.
Specific embodiment
Below in conjunction with the accompanying drawings and preferred embodiment describes specific embodiment of the present utility model in detail.
Embodiment
A kind of anti-leakage structure sheaf for preventing basement water leakage of floor, its structure as depicted in figs. 1 and 2, by completing ground
The 4mm thickness SBS modified asphalt waterproof coiled materials 4 laid on lower cell structure basal plane, the fitros nitre layer 3 of the topping laying of waterproof roll 4, filter
Stone nitre 3 surface layer of layer be provided with the two-way concrete slab net 2 matched somebody with somebody and its upper thick C25 pea gravel concretens protective layer 1 and positioned at filter
Buried in stone nitre layer 3 and constituted as the R50PVC pipes 6 of drainage system.
The C25 pea gravel concretens protective layer 1, its thickness design 5cm~8cm, the utility model thickness is 5cm.
The fitros nitre layer 3, stone nitre particle diameter is 3mm~5mm, fitros nitre layer 3 thickness design 200mm~400mm, this practicality
New thickness is 400mm.
The R50PVC pipes 6, caliber is 50mm, in the side of R50PVC pipes 6 every 500mm, opens up the saturating of aperture 3cm
Water hole 6-1, pitch-row ttom of pipe 1cm, lay along basement drainage ditch is unilateral.
The R50PVC pipes 6, steel wire is provided with the tube head of its bottom nozzle being connected in the floor drain 7 for leading to basement
Net 6-2, in preventing foreign matter in pipe from flowing into basement drainage system, the port position is shut, and 1% is set to end bottom from port
The gradient, as shown in Figure 2.
In the utility model, the R50 of R50PVC pipes 6 is the model of pvc pipe 6.
In the utility model, the bottom nozzle of the R50PPVC pipes 6 is connected in the floor drain 7 for leading to basement, ground
The water in face is flowed into the drainage system of basement by R50PPVC pipes 6.It is provided with the tube head of the bottom nozzle of R50PPVC pipes 6
During steel wire 6-2 prevents foreign matter in R50PPVC pipes 6 from flowing into basement drainage system.
The above, is only preferred embodiment of the present utility model, not makees any to structure of the present utility model
Formal limitation.It is every any simple modification made to above example according to technical spirit of the present utility model, equivalent
Change and modification, still fall within the range of the technical solution of the utility model.
Claims (5)
1. a kind of anti-leakage structure sheaf for preventing basement water leakage of floor, it is characterised in that:By positioned at completion basement structure base
4mm thickness SBS modified asphalt waterproof coiled materials (4) laid on face, fitros nitre layer (3) of waterproof roll (4) topping laying, fitros nitre
Layer (3) surface layer is provided with the thick C25 pea gravel concretens protective layer (1) of the interior two-way concrete slab net (2) matched somebody with somebody and its upper and is located at
Buried in fitros nitre layer (3) and constituted as R50PVC pipes (6) of drainage system.
2. the anti-leakage structure sheaf of basement water leakage of floor is prevented according to claim 1, it is characterised in that:The C25 is thin
Stone concrete protective layer (1), its thickness design 5cm~8cm.
3. the anti-leakage structure sheaf of basement water leakage of floor is prevented according to claim 1, it is characterised in that:The fitros nitre
Layer (3), stone nitre particle diameter is 3mm~5mm, fitros nitre layer (3) thickness design 200mm~400mm.
4. the anti-leakage structure sheaf of basement water leakage of floor is prevented according to claim 1, it is characterised in that:The R50PVC
Pipe (6), its caliber is 50mm, and (6) side is managed every 500mm in R50PVC, opens up a permeable hole of aperture 3cm (6-1), hole
Away from ttom of pipe 1cm, laid along basement drainage ditch is unilateral.
5. the anti-leakage structure sheaf of basement water leakage of floor is prevented according to claim 1, it is characterised in that:The R50PVC
Pipe (6), steel wire (6-2) is provided with the tube head of its bottom nozzle being connected in the floor drain (7) for leading to basement, prevents pipe
Middle foreign matter is flowed into basement drainage system, and the port position is shut, and sets 1% gradient to end bottom from port.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621205169.1U CN206205163U (en) | 2016-11-08 | 2016-11-08 | Prevent the anti-leakage structure sheaf of basement water leakage of floor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621205169.1U CN206205163U (en) | 2016-11-08 | 2016-11-08 | Prevent the anti-leakage structure sheaf of basement water leakage of floor |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206205163U true CN206205163U (en) | 2017-05-31 |
Family
ID=58753327
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201621205169.1U Active CN206205163U (en) | 2016-11-08 | 2016-11-08 | Prevent the anti-leakage structure sheaf of basement water leakage of floor |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN206205163U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111501847A (en) * | 2020-03-24 | 2020-08-07 | 中国一冶集团有限公司 | Basement bottom plate leakage processing device and basement bottom plate leakage processing method |
-
2016
- 2016-11-08 CN CN201621205169.1U patent/CN206205163U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111501847A (en) * | 2020-03-24 | 2020-08-07 | 中国一冶集团有限公司 | Basement bottom plate leakage processing device and basement bottom plate leakage processing method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN105862873A (en) | Construction method of underground water prevention and exterior wall structures of narrow space of deep foundation pit | |
CN203411994U (en) | Support pile basement outer wall structure | |
CN206319910U (en) | Infiltration disposal system is reinforced in a kind of tunnel-liner | |
CN107059946A (en) | A kind of basement drain plate and its construction | |
CN109488371B (en) | Waterproof system of full-enclosed waterproof station and dynamic setting and quantity-limiting drainage method | |
CN102535520A (en) | Waterproof construction method of large-area civil air defense basement | |
CN103572808A (en) | Building toilet caisson waterproof device and construction method | |
CN102912945B (en) | Roof compound seepage-proofing steam exhausting hole detail treatment technology | |
CN108678029B (en) | Water-rich land area basement water-proof and drainage construction method for river-facing hills | |
CN104234089B (en) | The construction method that a kind of basement guarded drainage combines | |
CN206205163U (en) | Prevent the anti-leakage structure sheaf of basement water leakage of floor | |
CN212104515U (en) | Be used for basement percolating water prevention and cure construction structures | |
CN103410318A (en) | Construction method for preventing leakage of restroom tubular well | |
CN113737809A (en) | Waterproof construction method for latticed column crossing pipe gallery | |
CN103031887B (en) | Construction method and water guide system of house bathroom water guide system | |
CN103628506B (en) | Construction method for waterproof positions of foundation platform and pile head | |
CN206289732U (en) | A kind of active antiseepage basement shear wall | |
CN218324144U (en) | Basement high pressure joins in marriage electrical room bottom plate | |
CN207331931U (en) | A kind of water seepage prevention floor drain | |
CN206521812U (en) | A kind of anti-leakage structure of toilet | |
CN212671027U (en) | Leakage-proof structure for terrace roof | |
CN107989287A (en) | Inverted roof light and shade drainage system construction method | |
CN208578085U (en) | A kind of hills rich water area basement guarded drainage pipe network near a river | |
CN207092154U (en) | A kind of basement drain plate | |
TW451019B (en) | Water-proof and damp-proof method for basement side wall |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
TR01 | Transfer of patent right |
Effective date of registration: 20200331 Address after: 300170 No. eight north latitude road, Hedong District, Tianjin, 17 Co-patentee after: TIANJIN JINBEIER CONSTRUCTIONAL ENGINEERING TESTING DETECTION TECHNOLOGY Co.,Ltd. Patentee after: TIANJIN SANJIAN CONSTRUCTION ENGINEERING Co.,Ltd. Address before: 300170 No. eight north latitude road, Hedong District, Tianjin, 17 Patentee before: TIANJIN SANJIAN CONSTRUCTION ENGINEERING Co.,Ltd. |
|
TR01 | Transfer of patent right |