CN2832913Y - Pumping drainage system for rapid curing of shallow surface layer of hydraulic-fill sludge - Google Patents
Pumping drainage system for rapid curing of shallow surface layer of hydraulic-fill sludge Download PDFInfo
- Publication number
- CN2832913Y CN2832913Y CN 200520065698 CN200520065698U CN2832913Y CN 2832913 Y CN2832913 Y CN 2832913Y CN 200520065698 CN200520065698 CN 200520065698 CN 200520065698 U CN200520065698 U CN 200520065698U CN 2832913 Y CN2832913 Y CN 2832913Y
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- China
- Prior art keywords
- sludge
- surface layer
- drainage channel
- drainage
- hydraulic
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- 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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Abstract
The utility model discloses a pumping drainage system for the rapid reinforcement of a shallow surface layer of hydraulic-fill sludge, which is characterized in that drainage passages are horizontally placed and arranged on the shallow surface layer of sludge or the hydraulic-fill sludge, and the drainage passages are connected with pumping drainage equipment through pipelines. The utility model can cause the shallow surface layer of the sludge to be quickly consolidated, and accordingly, the purpose of quick reinforcement is reached. The application of the technique for the reinforcement and the processing of foundations can reduce construction cost.
Description
Technical field
The utility model relates to the quick field of engineering technology of reinforcing of mud or the shallow top layer of blowing-filling sludge.
Background technology
The shallow top layer of existing mud or blowing-filling sludge is handled and is reinforced, and mainly is by the Exposure to Sunlight muck surface, makes water evaporates impel reinforcing, and the means such as geotechnological barrier, geotextiles, sand cushion of laying realize.The reclaiming land around sea engineering is more at present, particularly at the Delta of the Pearl River and Yangtze River Delta one band, and the medium coarse sand supply growing tension that grating is good, price also rises steadily, and causes construction cost more and more higher.
Summary of the invention
The purpose of this utility model is to overcome the deficiencies in the prior art, provides a kind of and can save pump drainage water system cost, that be applied to the quick consolidation process ground of mud or the shallow top layer of blowing-filling sludge greatly.
In order to realize the foregoing invention purpose, the utility model has adopted following technical scheme: the pump drainage water system that the shallow top layer of a kind of blowing-filling sludge reinforces fast, it is characterized in that: establish drainage channel at mud or the shallow superficial water plain cloth of blowing-filling sludge, described drainage channel connects the pump drainage wetting system by pipeline.
Above-mentioned drainage channel is netted and is interspersed, to add decorporation water.
Specifically, above-mentioned drainage channel comprises abrasive band, chimney filter, flexible porous tube, sand french drain, plastics french drain and sand drain.
For preventing that mud or sand from polluting and stopping up the pipeline of pump drainage wetting system, is mounted with loaded filter before the pipeline of above-mentioned drainage channel.
The utility model is taken out at mud or the shallow top layer of blowing-filling sludge layout, drainage channel, and utilization is taken out, drainage plant is taken out, draining, makes the shallow top layer of mud rapidly solidified, thereby reaches the purpose of quick reinforcing.Use present technique consolidation process ground and can reduce construction cost greatly.
Description of drawings
Fig. 1 is the utility model structural representation.
Specific implementation method
As shown in Figure 1, establish drainage channel 1 at mud or the shallow superficial water plain cloth of blowing-filling sludge, drainage channel 1 is netted and is interspersed.Drainage channel 1 can be abrasive band, chimney filter, flexible porous tube, sand french drain, plastics french drain and sand drain or the like.Drainage channel 1 connects pump drainage wetting system 2 by pipeline.Pump drainage wetting system 2 can be vacuum pump, suction pump etc.Utilize suction pump, vacuum pump along above-mentioned pump drainage water system take out, draining, to reach the purpose of quick reinforcing.Permission also can utilize natural drainage as condition.In order to prevent that mud or sand from polluting and stopping up the drainage pump pipeline of pump drainage wetting system 2, at drainage channel 1 water inlet inlet outer setting loaded filter, assurance is taken out, draining is unimpeded.
In order to guarantee construction quality, in work progress, answer the simple and easy passage of laying construction.
Claims (4)
1, the quick pump drainage water system of reinforcing in the shallow top layer of a kind of blowing-filling sludge, it is characterized in that: establish drainage channel at mud or the shallow superficial water plain cloth of blowing-filling sludge, described drainage channel connects the pump drainage wetting system by pipeline.
2, pump drainage water system according to claim 1 is characterized in that: described drainage channel is netted and is interspersed.
3, pump drainage water system according to claim 1 is characterized in that: described drainage channel comprises abrasive band, chimney filter, flexible porous tube, sand french drain, plastics french drain and sand drain.
4, pump drainage water system according to claim 2 is characterized in that: be mounted with loaded filter before the pipeline of described drainage channel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520065698 CN2832913Y (en) | 2005-10-13 | 2005-10-13 | Pumping drainage system for rapid curing of shallow surface layer of hydraulic-fill sludge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520065698 CN2832913Y (en) | 2005-10-13 | 2005-10-13 | Pumping drainage system for rapid curing of shallow surface layer of hydraulic-fill sludge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2832913Y true CN2832913Y (en) | 2006-11-01 |
Family
ID=37197225
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200520065698 Expired - Lifetime CN2832913Y (en) | 2005-10-13 | 2005-10-13 | Pumping drainage system for rapid curing of shallow surface layer of hydraulic-fill sludge |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2832913Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101230568B (en) * | 2008-02-22 | 2010-06-16 | 南水北调东线江苏水源有限责任公司 | U-shaped soft vacuum dredged silt rapid drainage method |
| CN101235635B (en) * | 2008-02-05 | 2010-09-08 | 北京光彩恒溢科技有限公司 | Blowing filling sludge ground-making construction technique and device thereof |
| CN104863168A (en) * | 2015-04-30 | 2015-08-26 | 中冶天工上海十三冶建设有限公司 | Hydrophobic device on lower part of basic baseplate and usage method of same |
-
2005
- 2005-10-13 CN CN 200520065698 patent/CN2832913Y/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101235635B (en) * | 2008-02-05 | 2010-09-08 | 北京光彩恒溢科技有限公司 | Blowing filling sludge ground-making construction technique and device thereof |
| CN101230568B (en) * | 2008-02-22 | 2010-06-16 | 南水北调东线江苏水源有限责任公司 | U-shaped soft vacuum dredged silt rapid drainage method |
| CN104863168A (en) * | 2015-04-30 | 2015-08-26 | 中冶天工上海十三冶建设有限公司 | Hydrophobic device on lower part of basic baseplate and usage method of same |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: ZHONGJIAOSIHANG ENGINEERING RESEARCH INST., CO., L Free format text: FORMER NAME OR ADDRESS: SIHANG ENGINEERING TECH. RESEARCH INST., GUANGZHOU |
|
| CP03 | Change of name, title or address |
Address after: 510220 No. 157, Qianjin Road, Guangdong, Guangzhou 504 Patentee after: Zhongjiao Sihang Engineering Inst. Co., Ltd. Address before: 510220 No. 157, Qianjin Road, Guangdong, Guangzhou 504 Patentee before: Guangzhou Sihang Institute of Engineering Technology |
|
| ASS | Succession or assignment of patent right |
Owner name: CCCC FOURTH HARBOR ENGINEERING BUREAU LTD.; PATEN Free format text: FORMER OWNER: ZHONGJIAOSIHANG ENGINEERING RESEARCH INST., CO., LTD. Effective date: 20080530 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20080530 Address after: No. 163, Guangzhou, Guangdong, zip code: 510220 Co-patentee after: Zhongjiao Sihang Engineering Inst. Co., Ltd. Patentee after: China exchange fourth Aeronautical Engineering Bureau Co., Ltd. Address before: No. 157, Qianjin Road, Guangdong, 504, postcode: Guangzhou: 510220 Patentee before: Zhongjiao Sihang Engineering Inst. Co., Ltd. |
|
| CX01 | Expiry of patent term |
Granted publication date: 20061101 |
|
| EXPY | Termination of patent right or utility model |