CN201762735U - Conductive geotextile structure for detecting waste water storage tank seepage - Google Patents
Conductive geotextile structure for detecting waste water storage tank seepage Download PDFInfo
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- CN201762735U CN201762735U CN2010202725949U CN201020272594U CN201762735U CN 201762735 U CN201762735 U CN 201762735U CN 2010202725949 U CN2010202725949 U CN 2010202725949U CN 201020272594 U CN201020272594 U CN 201020272594U CN 201762735 U CN201762735 U CN 201762735U
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- waste water
- storage tank
- conduction
- geotextiles
- liquid storage
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Abstract
The utility model discloses a conductive geotextile structure for detecting waste water storage tank seepage, which comprises an underwater collection guide and drain system, a foundation layer, an auxiliary seepage prevention layer, conductive geotextile, a main seepage prevention layer and a reverse filter layer sequentially from bottom to top. The conductive geotextile structure can effectively and timely discover seepage, and determine seepage locations.
Description
Technical field
The utility model relates to a kind of leak detection structure of waste water liquid storage tank, particularly relates to the conduction geotextiles structure of a kind of waste water liquid storage tank leak detection.
Background technology
The ubiquitous problem of existing waste water liquid storage tank is and can't carries out real-time leak detection to it, and present detection all is to rely on traditional detection method such as monitor well, and this detection method can't in time be found seepage, and can't determine the position of breakthrough.
Therefore, need a kind ofly can accomplish in time to find seepage effectively, and can determine the detection architecture of breakthrough position.
The utility model content
At the problems referred to above, the utility model aims to provide a kind ofly can accomplish in time to find seepage effectively, and can determine the conduction geotextiles structure of the waste water liquid storage tank leak detection of breakthrough position.
The technical scheme of the conduction geotextiles structure of the utility model waste water liquid storage tank leak detection is as follows:
The conduction geotextiles structure of the utility model waste water liquid storage tank leak detection comprises underground water collection guide system, basal layer, auxiliary seepage proof layer, conduction geotextiles, main impervious barrier and loaded filter from bottom to top successively.
Further, described basal layer is a rammed subgrade.
Further, described auxiliary seepage proof layer is the sodium bentonite blanket.
Further, described main impervious barrier is the HDPE geomembrane.
Further, described loaded filter is geotechnological filter screen.
The beneficial effect of the conduction geotextiles structure of the utility model waste water liquid storage tank leak detection is:
(1) since the selected conduction geotextiles of conduction geotextiles structure of the utility model waste water liquid storage tank leak detection be a kind of be main material with the polypropylene, and add conductive black therein, be mixed and made into, it has intensity, electric conductivity, characteristics that heat resistance is high;
(2) in engineering, according to different engineerings, set out the position and the quantity of test point in advance, be connected to described conduction geotextiles by specialized apparatus, because the selected conduction geotextiles of the conduction geotextiles structure of the utility model waste water liquid storage tank leak detection is after being soaked by liquid, resistance can change, when the conduction geotextiles is not soaked by diffusate, its resistance is generally a normal value, if seepage appears in engineering, the special equipment that is connected in the conduction geotextiles can detect changes in resistance in real time, therefore, can accomplish in time to find seepage effectively,, just can determine the position of breakthrough by the data contrast of diverse location test point.
Description of drawings
Fig. 1 is the schematic diagram of an embodiment of conduction geotextiles structure of the utility model waste water liquid storage tank leak detection;
Wherein, 1, underground water collects the guide system, 2, rammed subgrade, 3, the sodium bentonite blanket, 4, the conduction geotextiles, 5, the HDPE geomembrane, 6, geotechnological filter screen, 7, waste water.
The specific embodiment
In order to further specify the technical solution of the utility model, the conduction geotextiles structure to the leak detection of the utility model waste water liquid storage tank describes in conjunction with the accompanying drawings and embodiments.
Embodiment:
Referring to accompanying drawing 1, the conduction geotextiles structure of the utility model waste water liquid storage tank leak detection comprises underground water collection guide system 1, rammed subgrade 2, sodium bentonite blanket 3, conduction geotextiles 4, HDPE geomembrane 5 and geotechnological filter screen 6 from bottom to top successively.
When using the conduction geotextiles structure of the utility model waste water liquid storage tank leak detection, according to different engineerings, set out the position and the quantity of test point in advance, be connected to described conduction geotextiles 4 by specialized apparatus, because described conduction geotextiles 4 is after being soaked by liquid, resistance can change, when conduction geotextiles 4 is not soaked by diffusate, its resistance is generally a normal value, if seepage appears in waste water 7, the special equipment that is connected in described conduction geotextiles 4 can detect changes in resistance in real time, therefore, can accomplish in time to find seepage effectively,, just can determine the position of breakthrough by the data contrast of diverse location test point.
Claims (5)
1. the conduction geotextiles structure of waste water liquid storage tank leak detection is characterized in that: comprise underground water collection guide system, basal layer, auxiliary seepage proof layer, conduction geotextiles, main impervious barrier and loaded filter from bottom to top successively.
2. the conduction geotextiles structure of waste water liquid storage tank according to claim 1 leak detection, it is characterized in that: described basal layer is a rammed subgrade.
3. the conduction geotextiles structure of waste water liquid storage tank according to claim 1 leak detection is characterized in that: described auxiliary seepage proof layer is the sodium bentonite blanket.
4. the conduction geotextiles structure of waste water liquid storage tank according to claim 1 leak detection is characterized in that: described main impervious barrier is the HDPE geomembrane.
5. the conduction geotextiles structure of waste water liquid storage tank according to claim 1 leak detection is characterized in that: described loaded filter is geotechnological filter screen.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202725949U CN201762735U (en) | 2010-07-28 | 2010-07-28 | Conductive geotextile structure for detecting waste water storage tank seepage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202725949U CN201762735U (en) | 2010-07-28 | 2010-07-28 | Conductive geotextile structure for detecting waste water storage tank seepage |
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| Publication Number | Publication Date |
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| CN201762735U true CN201762735U (en) | 2011-03-16 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2010202725949U Expired - Lifetime CN201762735U (en) | 2010-07-28 | 2010-07-28 | Conductive geotextile structure for detecting waste water storage tank seepage |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102628726A (en) * | 2012-04-06 | 2012-08-08 | 江苏达诺尔半导体超纯科技有限公司 | Leakage point detecting device for clean liner container |
| CN103103993A (en) * | 2013-01-28 | 2013-05-15 | 华忠(青岛)环境科技有限公司 | Conductive geomembrane and preparation method thereof |
| CN106759527A (en) * | 2016-12-29 | 2017-05-31 | 浙江大学 | It is a kind of extend heavy metal ion breakdown time landfill site seepage prevention system and puncture monitoring method |
| CN107023039A (en) * | 2017-05-11 | 2017-08-08 | 上海甚致环保科技有限公司 | A kind of conductive geotextile and conductive geosynthetics earthwork water drain net |
| CN107503160A (en) * | 2017-08-18 | 2017-12-22 | 上海甚致环保科技有限公司 | Radio frequency geotextiles and soil engineering composite drainage network |
| CN109313951A (en) * | 2016-04-12 | 2019-02-05 | 畅想智能材料有限公司 | The geosynthetic clay liner of conductive energy |
| CN111411553A (en) * | 2020-03-30 | 2020-07-14 | 山东交通学院 | Composite soft soil roadbed structure and construction method |
-
2010
- 2010-07-28 CN CN2010202725949U patent/CN201762735U/en not_active Expired - Lifetime
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102628726A (en) * | 2012-04-06 | 2012-08-08 | 江苏达诺尔半导体超纯科技有限公司 | Leakage point detecting device for clean liner container |
| CN103103993A (en) * | 2013-01-28 | 2013-05-15 | 华忠(青岛)环境科技有限公司 | Conductive geomembrane and preparation method thereof |
| CN103103993B (en) * | 2013-01-28 | 2015-04-29 | 华忠(青岛)环境科技有限公司 | Conductive geomembrane and preparation method thereof |
| CN109313951A (en) * | 2016-04-12 | 2019-02-05 | 畅想智能材料有限公司 | The geosynthetic clay liner of conductive energy |
| CN106759527A (en) * | 2016-12-29 | 2017-05-31 | 浙江大学 | It is a kind of extend heavy metal ion breakdown time landfill site seepage prevention system and puncture monitoring method |
| CN106759527B (en) * | 2016-12-29 | 2019-04-05 | 浙江大学 | A kind of the landfill site seepage prevention system and breakdown monitoring method of extension heavy metal ion breakdown time |
| CN107023039A (en) * | 2017-05-11 | 2017-08-08 | 上海甚致环保科技有限公司 | A kind of conductive geotextile and conductive geosynthetics earthwork water drain net |
| CN107503160A (en) * | 2017-08-18 | 2017-12-22 | 上海甚致环保科技有限公司 | Radio frequency geotextiles and soil engineering composite drainage network |
| CN111411553A (en) * | 2020-03-30 | 2020-07-14 | 山东交通学院 | Composite soft soil roadbed structure and construction method |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20110316 |