CN203729348U - Water storage structure anti-floating device - Google Patents
Water storage structure anti-floating device Download PDFInfo
- Publication number
- CN203729348U CN203729348U CN201420029868.XU CN201420029868U CN203729348U CN 203729348 U CN203729348 U CN 203729348U CN 201420029868 U CN201420029868 U CN 201420029868U CN 203729348 U CN203729348 U CN 203729348U
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- CN
- China
- Prior art keywords
- pipe
- water
- water storage
- ground
- infiltration
- 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 - Lifetime
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 26
- 230000008595 infiltration Effects 0.000 claims description 28
- 238000001764 infiltration Methods 0.000 claims description 28
- RKTYLMNFRDHKIL-UHFFFAOYSA-N copper;5,10,15,20-tetraphenylporphyrin-22,24-diide Chemical compound [Cu+2].C1=CC(C(=C2C=CC([N-]2)=C(C=2C=CC=CC=2)C=2C=CC(N=2)=C(C=2C=CC=CC=2)C2=CC=C3[N-]2)C=2C=CC=CC=2)=NC1=C3C1=CC=CC=C1 RKTYLMNFRDHKIL-UHFFFAOYSA-N 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 4
- 230000006378 damage Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
Landscapes
- Sewage (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model discloses a water storage structure anti-floating device which comprises a drainage layer at the bottom of a foundation of a structure. The drainage layer is communicated with a plurality of water collection wells outside the foundation of the structure. A water collection pipe network is arranged inside the drainage layer. The water collection wells collect water discharged out of the water collection pipe network, and then water in the water collection wells is pumped out of the ground and discharged through a water suction pump. Floating force generated by water seepage in the foundation of the structure is prevented from damaging stability of the structure. No special requirements exist for the foundation, and meanwhile manufacturing cost is low. Compared with the prior art, the water storage structure anti-floating device has the advantages of being high in universality, simple in structure and low in manufacturing cost.
Description
Technical field
The utility model relates to a kind of apparatus for draining subsurface water, is specifically related to the anti-floating system of a kind of water storage structure bottom.
Background technology
It is half buried or fully buried that the very most of meeting of water storage structure is designed to, and due to the impact of groundwater table, often need to take measure of anti float, the destruction that water buoyancy causes structure when resisting high water level.In general design, often adopt counterweight, establish the mode such as anti-float anchor rod, anti-floating pile anti-floating, but cost is high or ground is had relatively high expectations, can not generally promote the use of.How to make that cost is low can be applicable to again various grounds and must make the anti-floating problem of structure be resolved, be still the insoluble problem of industry.
Utility model content
The object of the utility model content is to provide a kind of structure anti-floating system of highly versatile.
The disclosed this water storage structure anti-floating system of the utility model, comprises the row's infiltration layer that is arranged at structure ground, and row's infiltration layer is communicated with the some collecting wells that are arranged at outside structure ground.
In described row's infiltration layer, be provided with by collection and ooze pipe and the collector pipe network that form of drainage pipe, collection oozes the horizontal and vertical interlaced arrangement of pipe along structure ground, outside the outer contour of drainage pipe is positioned at structure basal part, collects the two ends of oozing pipe and is communicated with drainage pipe.
Described drainage pipe surrounds square by transverse pipe and longitudinal pipe, and collecting well is positioned at tetragonal each summit place and collects infiltration.
In described collecting well, be provided with suction pump and extract the infiltration of collecting in it out ground discharge.
The utility model is by arranging row's infiltration layer in the bottom of structure ground, by the collector pipe network in the row's of being arranged in infiltration layer, the infiltration in row's infiltration layer is collected into collecting well, then extract in time the infiltration of collection out ground by suction pump and discharge, avoid the stability of infiltration generation buoyancy destruction structure in structure ground.Ground is not had to particular/special requirement, and cost of manufacture is low simultaneously.Compare with prior art, there is highly versatile, the advantage that simple in structure, cost is low.
Brief description of the drawings
Fig. 1 is that master of the present utility model looks cross-sectional schematic.
Fig. 2 is the schematic top plan view of Fig. 1.
Detailed description of the invention
As shown in Figure 1 and Figure 2, the disclosed this water storage structure anti-floating system of the utility model, comprises the row's infiltration layer 1 that is arranged at structure ground 3 bottoms, and row's infiltration layer 1 is communicated with the some collecting wells 2 that are arranged at outside structure ground 3.
Row's infiltration layer 1 adopts the material that water permeability is strong, and its thickness is determined according to the actual requirement of structure.Row is provided with in infiltration layer 1 by collection oozes the collector pipe network that pipe 11 and drainage pipe 12 form, collection oozes the pipe 11 horizontal and vertical interlaced arrangement along structure ground 3, drainage pipe 12 is positioned at outside the outer contour of structure ground 3, surround square by transverse pipe and longitudinal pipe, the two ends that collection oozes pipe 11 are communicated with the drainage pipe 12 of respective direction respectively, and collecting well 2 is positioned at tetragonal each summit place and collects infiltration.In collecting well 2, be provided with suction pump 4 and extract the infiltration of collecting in it out ground discharge.
Operating principle of the present utility model is as follows: by row's infiltration layer 1 is set in the bottom of structure ground 3, by the collector pipe network in row's infiltration layer 1, the infiltration in row's infiltration layer 1 is collected into collecting well 2, then extract in time the infiltration of collection out ground by suction pump 4 and discharge, avoid the stability of infiltration generation buoyancy destruction structure in structure ground.Ground is not had to particular/special requirement, and cost of manufacture is low simultaneously.
In order better to reduce the underground water entering within the scope of structure ground, can also be in the backfill of structure surrounding, the periphery of this device arranges impervious wall 5.
Claims (4)
1. a water storage structure anti-floating system, is characterized in that: this device comprises the row's infiltration layer that is arranged at structure ground basal part, and row's infiltration layer is communicated with the some collecting wells that are arranged at outside structure ground.
2. water storage structure anti-floating system as claimed in claim 1, it is characterized in that: in described row's infiltration layer, be provided with by collection and ooze pipe and the collector pipe network that forms of drainage pipe, collection oozes the horizontal and vertical interlaced arrangement of pipe along structure ground, drainage pipe is positioned at outside the outer contour of structure ground, and the two ends that collection oozes pipe are communicated with drainage pipe.
3. water storage structure anti-floating system as claimed in claim 2, is characterized in that: described drainage pipe surrounds square by transverse pipe and longitudinal pipe, and collecting well is positioned at tetragonal each summit place and collects infiltration.
4. the water storage structure anti-floating system as described in claim 1 or 3, is characterized in that: in described collecting well, be provided with suction pump and extract the infiltration of collecting in it out ground discharge.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420029868.XU CN203729348U (en) | 2014-01-17 | 2014-01-17 | Water storage structure anti-floating device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420029868.XU CN203729348U (en) | 2014-01-17 | 2014-01-17 | Water storage structure anti-floating device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203729348U true CN203729348U (en) | 2014-07-23 |
Family
ID=51199433
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420029868.XU Expired - Lifetime CN203729348U (en) | 2014-01-17 | 2014-01-17 | Water storage structure anti-floating device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203729348U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104179201A (en) * | 2014-08-22 | 2014-12-03 | 中国建筑西南勘察设计研究院有限公司 | Anti-floating pressure-relief drainage system |
| CN104712000A (en) * | 2015-03-24 | 2015-06-17 | 中船第九设计研究院工程有限公司 | Pressure reduction and water drainage system under ultra-deep underground space structure bottom plate |
| CN105544622A (en) * | 2015-06-05 | 2016-05-04 | 龚展宇 | Floating resisting device, and seepage insulation device and drainage path checking device thereof for underground building |
| CN106368302A (en) * | 2016-10-19 | 2017-02-01 | 嘉兴华圣农业生物科技有限公司 | Rainwater recycling system |
| CN108680236A (en) * | 2018-07-12 | 2018-10-19 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of method and device for preventing underground structure from anti-floating failure occur |
-
2014
- 2014-01-17 CN CN201420029868.XU patent/CN203729348U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104179201A (en) * | 2014-08-22 | 2014-12-03 | 中国建筑西南勘察设计研究院有限公司 | Anti-floating pressure-relief drainage system |
| CN104712000A (en) * | 2015-03-24 | 2015-06-17 | 中船第九设计研究院工程有限公司 | Pressure reduction and water drainage system under ultra-deep underground space structure bottom plate |
| CN105544622A (en) * | 2015-06-05 | 2016-05-04 | 龚展宇 | Floating resisting device, and seepage insulation device and drainage path checking device thereof for underground building |
| CN106368302A (en) * | 2016-10-19 | 2017-02-01 | 嘉兴华圣农业生物科技有限公司 | Rainwater recycling system |
| CN108680236A (en) * | 2018-07-12 | 2018-10-19 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of method and device for preventing underground structure from anti-floating failure occur |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200923 Address after: 410021 22-23 / F, building 6, Jilian commercial center, 268 Laodong Road, Yuhua District, Changsha City, Hunan Province Patentee after: China Aluminum International South Engineering Co.,Ltd. Address before: 410011 Changsha Jiefang Middle Road, Hunan, No. 199 Patentee before: CHANGSHA ENGINEERING & RESEARCH INSTITUTE OF NONFERROUS METALLURGY Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140723 |
|
| CX01 | Expiry of patent term |