CN1814919A - Vacuum foundation-pit deep-well precipitation apparatus - Google Patents
Vacuum foundation-pit deep-well precipitation apparatus Download PDFInfo
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- CN1814919A CN1814919A CN 200610024254 CN200610024254A CN1814919A CN 1814919 A CN1814919 A CN 1814919A CN 200610024254 CN200610024254 CN 200610024254 CN 200610024254 A CN200610024254 A CN 200610024254A CN 1814919 A CN1814919 A CN 1814919A
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Abstract
This invention discloses a vacuum deep well water-lowering device including a vacuum pump, a deep wall filter pipe, a pipe cover, a vacuum total main, a vacuum branch water pipe and a discharging pipe, in which, the filter pipe cover is set at the top of a filter pipe and connected with it in seal, the body of the filter pipe is distributed uniformly with many small holes, the discharging pipe and the water main are connected at both ends of the pump, the branch pipe and the main are connected and enter into the filter pipe via the cover set with small holes and the branch pipe is set with small holes.
Description
Technical field
The present invention relates to the foundation pit dewatering equipment of civil works foundation construction, a kind of specifically vacuum foundation-pit deep-well precipitation apparatus.
Background technology
Deep pit digging is the important construction sequence of modern large underground structure, dewatering also claims groundwater control in the foundation ditch, promptly in Foundation Pit Construction, satisfy the requirement of supporting and protection structure and excavation and construction with dewatering, the groundwater table of construction environment is high more, the degree of depth of foundation requirement is dark more, and its difficulty of construction is big more.For the variation that prevents the following peripheral, ground brings harm to environment and facility around the foundation ditch, therefore the general mode of deep-well well point dewatering that adopts solves this type of technical problem and uses special equipment, deep-well well-points dewatering equipment of the prior art comprises vacuum pump, deep-well chimney filter, submersible pump etc., its difficult point is that the difficulty that causes drawing water strengthens submersible pump dive difficulty along with the increase of the well depth degree of depth, disposable input is many, the running cost height, spillage of material is many, and result of use is undesirable.
Summary of the invention
A kind of vacuum foundation-pit deep-well precipitation apparatus of providing at the deficiencies in the prior art is provided, it has omitted submersible pump, do not having under the condition of submersible pump, vacuumize simultaneously, draw water and can increase substantially the degree of depth of drawing water with vacuum pump, the vacuum distributive pipe adopts flexible pipe, and dive is very convenient, reduced difficulty of construction, disposable input is little, and running cost is low, and result of use is good.
The object of the present invention is achieved like this:
A kind of vacuum foundation-pit deep-well precipitation apparatus, characteristics are that it comprises vacuum pump, deep-well chimney filter, chimney filter lid, vacuum water main, vacuum distributive pipe, gutter, the chimney filter lid is located at deep-well chimney filter top and is tightly connected with it, deep-well chimney filter pipe shaft is laid with aperture, gutter, vacuum water main are connected to the vacuum pump two ends, the vacuum distributive pipe is connected with the vacuum water main and stretches in the deep-well chimney filter by the chimney filter lid, and chimney filter covers and is provided with aperture, and the vacuum distributive pipe is provided with 1 or several apertures.
The present invention is simple in structure, and submersible pump and auxiliary line have been saved in easy construction, and disposable input is little, and running cost is low, and result of use is good.
Description of drawings
Fig. 1 is a structural representation of the present invention
Fig. 2 is a user mode reference diagram of the present invention
The specific embodiment
Consult Fig. 1, the present invention includes vacuum pump 1, deep-well chimney filter 2, chimney filter lid 3, vacuum water main 4, vacuum distributive pipe 5, gutter 6, chimney filter lid 3 is located at deep-well chimney filter 2 tops and is tightly connected with it, deep-well chimney filter 2 pipe shafts are laid with aperture 7, gutter 6, vacuum water main 4 are connected to vacuum pump 1 two ends, vacuum distributive pipe 5 is connected with vacuum water main 4 and stretches in the deep-well chimney filter 2 by chimney filter lid 3, and chimney filter lid 3 is provided with aperture 8, and vacuum distributive pipe 5 is provided with 1 or several apertures 9.
Consult Fig. 2, when the present invention works, deep-well chimney filter 2 is buried in the well point, chimney filter lid 3 elevates above the soil, have the aperture 8 of the about 2-5mm in an aperture on the chimney filter lid 3, vacuum distributive pipe 5 stretches in the deep-well chimney filter 2 by filter well lid 3 and have the aperture 9 of 1 or the about 2-5mm in several apertures on vacuum distributive pipe 5, and the position of aperture 9 is moved on progressively by about 1-4m place, deep-well chimney filter 2 bottoms, and the pitch-row observing water level is just decided.Water in the soil of well point is inhaled in the deep-well chimney filter 2 by the uniform aperture 7 of deep-well chimney filter 2 pipe shafts, starts vacuum pump 1, and the water in the deep-well chimney filter 2 enters vacuum water main 4 from vacuum distributive pipe 5, flows out from outlet pipe 6 by vacuum pump 1.Guarantee to have only on the water level of 1 aperture 9 deep-well chimney filter 2 on the vacuum distributive pipe 5, the aperture 9 of unnecessary emersion is sealed one by one, normally move with the assurance state that draws water.
The present invention can be provided with many groups well point and work simultaneously according to the watt level of vacuum pump, the degree of depth of well location.
Claims (1)
1, a kind of vacuum foundation-pit deep-well precipitation apparatus, it is characterized in that it comprises vacuum pump (1), deep-well chimney filter (2), chimney filter lid (3), vacuum water main (4), vacuum distributive pipe (5), gutter (6), chimney filter lid (3) is located at deep-well chimney filter (2) top and is tightly connected with it, deep-well chimney filter (2) part pipe shaft is laid with aperture (7), gutter (6), vacuum water main (4) is connected to vacuum pump (1) two ends, vacuum distributive pipe (5) is connected with vacuum water main (4) and stretches in the deep-well chimney filter (2) by chimney filter lid (3), chimney filter lid (3) is provided with aperture (8), and vacuum distributive pipe (5) is provided with 1 or several apertures (9).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CNB2006100242542A CN100429356C (en) | 2006-03-01 | 2006-03-01 | Vacuum foundation-pit deep-well precipitation apparatus |
Applications Claiming Priority (1)
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CNB2006100242542A CN100429356C (en) | 2006-03-01 | 2006-03-01 | Vacuum foundation-pit deep-well precipitation apparatus |
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CN1814919A true CN1814919A (en) | 2006-08-09 |
CN100429356C CN100429356C (en) | 2008-10-29 |
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CNB2006100242542A Active CN100429356C (en) | 2006-03-01 | 2006-03-01 | Vacuum foundation-pit deep-well precipitation apparatus |
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Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101851929A (en) * | 2010-05-17 | 2010-10-06 | 中铁二十局集团有限公司 | Multi-stage light well point dewatering construction process for Yellow River flood plain bearing platform construction |
CN102995644A (en) * | 2011-09-13 | 2013-03-27 | 中国二十冶集团有限公司 | Containment enclosed structure for rock connection section of whirling pool |
CN104018842A (en) * | 2014-05-04 | 2014-09-03 | 广东水电二局股份有限公司 | Receiving structure and receiving method used when shield tunneling machine reaches tunneling end point |
CN104264699A (en) * | 2014-09-30 | 2015-01-07 | 冯克俊 | Negative pressure air jet deep well dewatering device of foundation pit |
CN104947701A (en) * | 2015-07-07 | 2015-09-30 | 冯克俊 | Ground pit rainfall combination deep well device |
CN104947702A (en) * | 2015-07-07 | 2015-09-30 | 冯克俊 | Ground pit vacuum rainfall device with water-vapor separator |
CN105604076A (en) * | 2016-02-23 | 2016-05-25 | 中国水利水电第十一工程局有限公司 | Vacuum pump water-discharging device suitable for tunnel excavation |
CN105804104A (en) * | 2015-03-13 | 2016-07-27 | 陈卓杰 | Construction method for well point dewatering |
CN106759410A (en) * | 2017-02-22 | 2017-05-31 | 上海广联环境岩土工程股份有限公司 | Gas is tended towards superiority lift vacuum-dewatering device and method |
CN107489159A (en) * | 2017-08-03 | 2017-12-19 | 中国电建集团铁路建设有限公司 | Deep & thick silt matter Soft Soil Layer vacuum tube well dewatering construction structure and its construction |
CN111705823A (en) * | 2020-06-12 | 2020-09-25 | 田龙强 | Be used for building foundation ditch drainage device |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2118752U (en) * | 1992-01-11 | 1992-10-14 | 上海宝山钢铁总厂工程指挥部十三冶分指挥部 | Vacuum displacing well-water equipment |
CN2557592Y (en) * | 2001-05-29 | 2003-06-25 | 韩晓迪 | Pumping equipment for sink well |
JP2004068485A (en) * | 2002-08-08 | 2004-03-04 | Sakamoto Shokai:Kk | Method of forcedly removing surface water in deep well construction method |
JP2004316075A (en) * | 2003-04-11 | 2004-11-11 | Kagero Kobosha:Kk | Ground water lowering device |
JP4360675B2 (en) * | 2004-02-18 | 2009-11-11 | 有限会社アサヒテクノ | Strainer device in deep vacuum drainage / consolidation dewatering method and construction method using the strainer device |
-
2006
- 2006-03-01 CN CNB2006100242542A patent/CN100429356C/en active Active
Cited By (19)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101851929A (en) * | 2010-05-17 | 2010-10-06 | 中铁二十局集团有限公司 | Multi-stage light well point dewatering construction process for Yellow River flood plain bearing platform construction |
CN102995644A (en) * | 2011-09-13 | 2013-03-27 | 中国二十冶集团有限公司 | Containment enclosed structure for rock connection section of whirling pool |
CN102995644B (en) * | 2011-09-13 | 2016-03-30 | 中国二十冶集团有限公司 | What Whirlwind tank connect rock section goes along with sb. to guard him enclosed construction |
CN104018842A (en) * | 2014-05-04 | 2014-09-03 | 广东水电二局股份有限公司 | Receiving structure and receiving method used when shield tunneling machine reaches tunneling end point |
CN104018842B (en) * | 2014-05-04 | 2016-11-02 | 广东水电二局股份有限公司 | A kind of shield machine arrives reception structure and the method for reseptance thereof of driving terminal |
CN104264699A (en) * | 2014-09-30 | 2015-01-07 | 冯克俊 | Negative pressure air jet deep well dewatering device of foundation pit |
CN104264699B (en) * | 2014-09-30 | 2015-10-28 | 冯克俊 | Foundation ditch negative pressure air jet deep-well precipitation device |
CN105804104A (en) * | 2015-03-13 | 2016-07-27 | 陈卓杰 | Construction method for well point dewatering |
CN105804104B (en) * | 2015-03-13 | 2017-08-15 | 河北建设集团卓诚路桥工程有限公司 | A kind of construction method of well-points dewatering |
CN104947701B (en) * | 2015-07-07 | 2017-04-26 | 冯克俊 | Ground pit rainfall combination deep well device |
CN104947702B (en) * | 2015-07-07 | 2017-02-01 | 冯克俊 | Ground pit vacuum rainfall device with water-vapor separator |
CN104947702A (en) * | 2015-07-07 | 2015-09-30 | 冯克俊 | Ground pit vacuum rainfall device with water-vapor separator |
CN104947701A (en) * | 2015-07-07 | 2015-09-30 | 冯克俊 | Ground pit rainfall combination deep well device |
CN105604076A (en) * | 2016-02-23 | 2016-05-25 | 中国水利水电第十一工程局有限公司 | Vacuum pump water-discharging device suitable for tunnel excavation |
CN106759410A (en) * | 2017-02-22 | 2017-05-31 | 上海广联环境岩土工程股份有限公司 | Gas is tended towards superiority lift vacuum-dewatering device and method |
CN106759410B (en) * | 2017-02-22 | 2023-08-22 | 上海广联环境岩土工程股份有限公司 | Gas-driven high-lift vacuum precipitation device and method |
CN107489159A (en) * | 2017-08-03 | 2017-12-19 | 中国电建集团铁路建设有限公司 | Deep & thick silt matter Soft Soil Layer vacuum tube well dewatering construction structure and its construction |
CN111705823A (en) * | 2020-06-12 | 2020-09-25 | 田龙强 | Be used for building foundation ditch drainage device |
CN111705823B (en) * | 2020-06-12 | 2021-10-01 | 上海九丞岩土科技有限公司 | Be used for building foundation ditch drainage device |
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