CN105064384A - Vacuum tube well precipitation system under special geological conditions - Google Patents
Vacuum tube well precipitation system under special geological conditions Download PDFInfo
- Publication number
- CN105064384A CN105064384A CN201510560294.8A CN201510560294A CN105064384A CN 105064384 A CN105064384 A CN 105064384A CN 201510560294 A CN201510560294 A CN 201510560294A CN 105064384 A CN105064384 A CN 105064384A
- Authority
- CN
- China
- Prior art keywords
- well
- pipe
- tube
- point
- water
- 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.)
- Granted
Links
Landscapes
- Sewage (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The invention relates to a vacuum tube well precipitation system under geological conditions. Array-type tube wells which are arranged at equal intervals are drilled under foundation pit soil in the route direction, a well point tube is installed in each tube well in an inserted mode, water absorbing holes are formed and distributed along the outer wall of each well point tube, the outer side of each well point tube in the tube well is filled with a material filter layer which is strong in water permeability, a clay layer with the certain thickness is arranged on the upper portion of the material filter layer in each tube well, and a network type water header is arranged in the clay layer in a buried mode, wherein the network type water header is formed by transverse tubes and longitudinal tubes which are communicated with one another; the tube wells are located on the lower portions of the network type junctions of the water header, the end of each transverse tube and the end of the each longitudinal tube are both communicated with the corresponding well point tube in the corresponding tube well, the upper surface of a foundation pit is paved with a concrete layer, the tube opening of each well point tube is exposed outside the concrete layer, and the water head is communicated with a water collecting tank through a centrifugal pump and a vacuum pump. According to the vacuum tube well precipitation system under the geological conditions, the compact degree and the strength of foundation soil are guaranteed, and a reliable guarantee is provided for the safety of follow-up construction.
Description
Technical field
The invention belongs to civil engineering technical field, be specifically related to the vacuum tube well precipitation system under a kind of special geologic condition.
Background technology
When building operations is carried out in some location, due to the reason that ground soil property is loose or underground water is more, even if consolidation is solid again, also can not ensure that foundation strength reaches appointment requirement, this this all had a strong impact on the progress of During Initial Stage Construction engineering, and the safety and reliability of construction to be had a serious impact, therefore geology strengthening is carried out to some geology, solving the problem of ground water drainage, is the very stubborn problem nowadays existed in many fields.
Summary of the invention
Order of the present invention has the vacuum tube well precipitation system be to provide under a kind of special geologic condition.This system can solve the impact of the Groundwater base under ground effectively, makes ground soil property closely knit, increases the intensity of ground.
The technical solution used in the present invention: the vacuum tube well precipitation system under special geologic condition, it comprises header tank, centrifugal pump, vacuum pump, water header and dig the surface level of certain depth and smooth foundation ditch on ground, drill through the pipe well of the matrix-like of the certain arranging rule of spacing along route trend under foundation ditch soil property, a well-point pipe is fitted with in each pipe well, outer wall along well-point pipe is laid with suction hole, the filter material layer that water permeability is strong is filled with outside well-point pipe in pipe well, fill out above filter material layer in pipe well and be provided with certain thickness argillic horizon, be embedded with in argillic horizon be interconnected intersect by transverse pipe and longitudinal pipe the latticed water header formed, it is the position of pipe well below the latticed intersection of water header, and each transverse pipe is all communicated with the well-point pipe in pipe well with the termination of longitudinal pipe, one deck layer of concrete is equipped with at foundation ditch upper surface, the mouth of pipe of well-point pipe is exposed at outside layer of concrete, water header is communicated with header tank with vacuum pump respectively by centrifugal pump.
Further, the diameter of described well-point pipe is 800 millimeters, and the distance bottom the distance pipe well of well-point pipe bottom is 500 millimeters.
Further, described well-point pipe is provided with the suction hole of the certain queueing discipline of spacing on along its length.
The present invention compared with prior art its beneficial effect is: the present invention by laying drainage pipeline networks under ground, after drainage pipeline networks is communicated with negative well, utilize pump groundwater mining to be fallen, ensure that tightness degree and the intensity of ground soil property, the safety for subsequent construction provides reliable guarantee.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention;
Fig. 2 is the longitudinal sectional drawing of pipe well part of the present invention.
Detailed description of the invention
As shown in Figure 1, vacuum tube well 7 precipitation system under special geologic condition, it comprises header tank 1, centrifugal pump 2, vacuum pump 3, water header 4 and dig the surface level of certain depth and smooth foundation ditch 6 on ground 5, drill through the pipe well 7 of the matrix-like of the certain arranging rule of spacing along route trend under foundation ditch 6 soil property, as Fig. 2, a well-point pipe 8 is fitted with in each pipe well 7, outer wall along well-point pipe 8 is laid with suction hole 9, the strong filter material layer of water permeability 10 is filled with outside well-point pipe 8 in pipe well 7, filter material layer 10 can adopt coarse sand or rubble, fill out above filter material layer 10 in pipe well 7 and be provided with certain thickness argillic horizon 11, can prevent pipe well from leaking gas like this, be embedded with in argillic horizon 11 be interconnected intersect by transverse pipe and longitudinal pipe the latticed water header 4 formed, it is the position of pipe well 7 below the latticed intersection of water header 4, and each transverse pipe is all communicated with the well-point pipe 8 in pipe well 7 with the termination of longitudinal pipe, one deck layer of concrete 12 is equipped with at foundation ditch 6 upper surface, the mouth of pipe of well-point pipe 8 is exposed at outside layer of concrete 12, water header 4 is communicated with header tank 1 with vacuum pump 3 respectively by centrifugal pump 2.The diameter of described well-point pipe 8 is 800 millimeters, and the distance bottom the distance pipe well 7 of well-point pipe 8 bottom is 500 millimeters.Described well-point pipe 8 is provided with the suction hole 9 of the certain queueing discipline of spacing on along its length.
After adopting structure of the present invention, along with the extraction of water, groundwater table reduces gradually, and the soil body is compacted, like this, has both prevented the generation of quicksand phenomenon, reaches again the object increasing foundation strength.
Claims (3)
1. the vacuum tube well precipitation system under special geologic condition, it is characterized in that, it comprises header tank, centrifugal pump, vacuum pump, water header and dig the surface level of certain depth and smooth foundation ditch on ground, drill through the pipe well of the matrix-like of the certain arranging rule of spacing along route trend under foundation ditch soil property, a well-point pipe is fitted with in each pipe well, outer wall along well-point pipe is laid with suction hole, the filter material layer that water permeability is strong is filled with outside well-point pipe in pipe well, fill out above filter material layer in pipe well and be provided with certain thickness argillic horizon, be embedded with in argillic horizon be interconnected intersect by transverse pipe and longitudinal pipe the latticed water header formed, it is the position of pipe well below the latticed intersection of water header, and each transverse pipe is all communicated with the well-point pipe in pipe well with the termination of longitudinal pipe, one deck layer of concrete is equipped with at foundation ditch upper surface, the mouth of pipe of well-point pipe is exposed at outside layer of concrete, water header is communicated with header tank with vacuum pump respectively by centrifugal pump.
2. the vacuum tube well precipitation system under special geologic condition according to claim 1, is characterized in that, the diameter of described well-point pipe is 800 millimeters, and the distance bottom the distance pipe well of well-point pipe bottom is 500 millimeters.
3. the vacuum tube well precipitation system under special geologic condition according to claim 1, is characterized in that, described well-point pipe is provided with the suction hole of the certain queueing discipline of spacing on along its length.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510560294.8A CN105064384B (en) | 2015-09-07 | 2015-09-07 | Vacuum tube well precipitation system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510560294.8A CN105064384B (en) | 2015-09-07 | 2015-09-07 | Vacuum tube well precipitation system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105064384A true CN105064384A (en) | 2015-11-18 |
| CN105064384B CN105064384B (en) | 2019-09-27 |
Family
ID=54493871
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510560294.8A Active CN105064384B (en) | 2015-09-07 | 2015-09-07 | Vacuum tube well precipitation system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105064384B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105568956A (en) * | 2016-02-25 | 2016-05-11 | 山东大学 | Well-point dewatering combined surcharge preloading consolidation device for subgrade and application method of such device |
| CN109537608A (en) * | 2018-11-26 | 2019-03-29 | 五冶集团上海有限公司 | A kind of method of precipitation in artificial digging pile stake |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20140096731A (en) * | 2013-01-29 | 2014-08-06 | 한국지질자원연구원 | Underground water drainage system of excavated ground and pipeline construction method using the same |
| JP5598246B2 (en) * | 2010-10-18 | 2014-10-01 | 株式会社大林組 | Groundwater level lowering method and groundwater level lowering system |
| CN203924083U (en) * | 2014-06-27 | 2014-11-05 | 中国水利水电第十三工程局有限公司 | Cushion cap excavation of foundation pit well-points dewatering device |
| CN104358267A (en) * | 2014-10-31 | 2015-02-18 | 上海岩土工程勘察设计研究院有限公司 | Vacuum tube well precipitation and disposal method for rapidly restoring in-situ water and soil in polluted place |
| CN204491644U (en) * | 2015-01-27 | 2015-07-22 | 中国建筑土木建设有限公司 | Foundation pit drainage system |
| CN104831762A (en) * | 2015-04-30 | 2015-08-12 | 宁波大学 | Dynamic monitoring system and monitoring method of deep foundation pit confined water drawdown |
| CN204919578U (en) * | 2015-09-07 | 2015-12-30 | 山西省工业设备安装有限公司 | Vacuum tubular well precipitation system under special geological conditions |
-
2015
- 2015-09-07 CN CN201510560294.8A patent/CN105064384B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5598246B2 (en) * | 2010-10-18 | 2014-10-01 | 株式会社大林組 | Groundwater level lowering method and groundwater level lowering system |
| KR20140096731A (en) * | 2013-01-29 | 2014-08-06 | 한국지질자원연구원 | Underground water drainage system of excavated ground and pipeline construction method using the same |
| CN203924083U (en) * | 2014-06-27 | 2014-11-05 | 中国水利水电第十三工程局有限公司 | Cushion cap excavation of foundation pit well-points dewatering device |
| CN104358267A (en) * | 2014-10-31 | 2015-02-18 | 上海岩土工程勘察设计研究院有限公司 | Vacuum tube well precipitation and disposal method for rapidly restoring in-situ water and soil in polluted place |
| CN204491644U (en) * | 2015-01-27 | 2015-07-22 | 中国建筑土木建设有限公司 | Foundation pit drainage system |
| CN104831762A (en) * | 2015-04-30 | 2015-08-12 | 宁波大学 | Dynamic monitoring system and monitoring method of deep foundation pit confined water drawdown |
| CN204919578U (en) * | 2015-09-07 | 2015-12-30 | 山西省工业设备安装有限公司 | Vacuum tubular well precipitation system under special geological conditions |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105568956A (en) * | 2016-02-25 | 2016-05-11 | 山东大学 | Well-point dewatering combined surcharge preloading consolidation device for subgrade and application method of such device |
| CN109537608A (en) * | 2018-11-26 | 2019-03-29 | 五冶集团上海有限公司 | A kind of method of precipitation in artificial digging pile stake |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105064384B (en) | 2019-09-27 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103032097B (en) | Be applicable to tunnel drainage structure and the construction method thereof of bias voltage water rich strata | |
| CN103046565B (en) | Draining method for ultra-deep batholith deep foundation pit | |
| CN102383412A (en) | Construction method by adopting dewatering and water recharging to control sedimentation surrounding deep foundation pit | |
| CN103758123A (en) | Method for constructing protecting wall lining of cast-in-place manual hole digging pile | |
| CN104314090A (en) | Deep foundation pit bedrock drainage culvert and drainage system and drainage construction method thereof | |
| CN110318410A (en) | A kind of deep basal pit chance artesian water is prominent to gush decompression drought stress construction method | |
| CN103088836A (en) | Sedimentation control method for pumping water and performing reinjection in well casing simultaneously | |
| CN109944600A (en) | Shield receiving end reinforced construction method | |
| CN101575859B (en) | Anti-seepage joint of underground continuous walls and construction method thereof | |
| CN108867673A (en) | A kind of underwater prevention method in the foundation pit based on the curtain that draws water | |
| CN103104021A (en) | Xigeda stratum cut slope waterproof and drainage system | |
| CN209066468U (en) | A kind of base pit dewatering device | |
| CN204551510U (en) | A kind of filled-up ground catchments pressure reduction well drop and drainage structure | |
| CN105971637A (en) | Application of WSS construction method in shield end reinforcement of water-rich sand layer | |
| CN212104124U (en) | Landslide prevention and control construction unit and system | |
| CN102425179B (en) | Reinforced soil infiltration ditch structure supported by miniature steel pipe cast-in-place pile | |
| CN105064384A (en) | Vacuum tube well precipitation system under special geological conditions | |
| CN204919578U (en) | Vacuum tubular well precipitation system under special geological conditions | |
| CN117231293A (en) | Mining overburden composite curtain and overburden multi-separation layer horizon accurate grouting and subsidence reducing method | |
| CN102979105A (en) | Underground water control method of wellhole grouting and seepage insulation | |
| CN106149631B (en) | High mountain strid arch dam avalanche type Slope Treatment method | |
| CN204435321U (en) | A kind of steam power station water intaking open channel | |
| CN115075874A (en) | Method for treating water burst in inclined shaft through-empty roadway area | |
| KR102051579B1 (en) | Soft ground improvement device and that method | |
| CN103774698B (en) | Drainage-free construction method for soil engineering |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information | ||
| CB02 | Change of applicant information |
Address after: 030021 No. 8 Xinhua Road, Taiyuan Economic and Technological Development Zone, Xiaodian District, Taiyuan City, Shanxi Province Applicant after: Shanxi Industrial Equipment Installation Group Co., Ltd. Address before: 030012 No. 27 Bianzhou South Road, Taiyuan City, Shanxi Province Applicant before: SHANXI INDUSTRIAL EQUIPMENT INSTALLATION CO., LTD. |
|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 030032 No. 8, Xinhua Road, Tanghuai Industrial Park, transformation and comprehensive reform demonstration zone, Taiyuan, Shanxi Province Patentee after: Shanxi Installation Group Co.,Ltd. Address before: 030021 No.8 Xinhua Road, Taiyuan Economic and Technological Development Zone, Xiaodian District, Taiyuan City, Shanxi Province Patentee before: SHANXI INDUSTRIAL EQUIPMENT INSTALLATION GROUP Co.,Ltd. |