CN108277807A - Deep basal pit artesian water is prominent to gush decompression control water-bound - Google Patents

Deep basal pit artesian water is prominent to gush decompression control water-bound Download PDF

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Publication number
CN108277807A
CN108277807A CN201810310750.7A CN201810310750A CN108277807A CN 108277807 A CN108277807 A CN 108277807A CN 201810310750 A CN201810310750 A CN 201810310750A CN 108277807 A CN108277807 A CN 108277807A
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CN
China
Prior art keywords
well casing
water
bound
prominent
gush
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.)
Pending
Application number
CN201810310750.7A
Other languages
Chinese (zh)
Inventor
张士杰
吴国杰
杨奇
陈敏
张思懿
宋霞萍
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
ZHEJIANG QIAOXING CONSTRUCTION GROUP Co Ltd
Original Assignee
ZHEJIANG QIAOXING CONSTRUCTION GROUP Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by ZHEJIANG QIAOXING CONSTRUCTION GROUP Co Ltd filed Critical ZHEJIANG QIAOXING CONSTRUCTION GROUP Co Ltd
Priority to CN201810310750.7A priority Critical patent/CN108277807A/en
Publication of CN108277807A publication Critical patent/CN108277807A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/02Foundation pits
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D19/00Keeping dry foundation sites or other areas in the ground
    • E02D19/06Restraining of underground water
    • E02D19/12Restraining of underground water by damming or interrupting the passage of underground water
    • E02D19/20Restraining of underground water by damming or interrupting the passage of underground water by displacing the water, e.g. by compressed air

Abstract

The present invention provides a kind of prominent gush of deep basal pit artesian water to depressurize control water-bound, including being in be opened in earth's surface wellhole below vertically, well casing is provided in wellhole, the middle and upper part and lower part of well casing are steel chimney filter, it is also filled with filtrate packet in the bottom of well casing, is additionally provided with drainage cushion block on the outside of the bottom opening of well casing, immersible pump is additionally provided in well casing, immersible pump includes drainpipe, and drainpipe extends to the top open part of well casing.The present invention is by the way of carrying out shallow-layer drain combination using the pressure reducing well pipe progress deep layer draining of double steel chimney filter forms up and down and Horizontal filter pipe, deep basal pit high pressure can be terminated in a short time, big yield artesian water is dashed forward and gushed, compared to conventional method, it is with obvious effects to control water, water quality is good, no silt particle is taken out of, and without water burst security risk again.

Description

Deep basal pit artesian water is prominent to gush decompression control water-bound
Technical field:
The present invention relates to architectural engineering device fields, more particularly to deep basal pit artesian water is prominent gushes decompression control water-bound.
Background technology:
In deep-foundation pit engineering accident, since the artesian water prominent accident for gushing generation in bottom accounts for greatly, at Foundation Pit Pouring It is big to manage difficulty, and deals with improperly and can cause serious consequence.
Invention content:
In order to solve the above technical problems, the present invention will adopt the following technical scheme that:
Deep basal pit artesian water is prominent to gush decompression control water-bound, including is in be opened in earth's surface wellhole below vertically, is set in wellhole It is equipped with well casing, the middle and upper part and lower part of well casing are steel chimney filter, and filtrate packet is also filled in the bottom of well casing, and the bottom of well casing is opened It is additionally provided with drainage cushion block on the outside of mouthful, immersible pump is additionally provided in well casing, immersible pump includes drainpipe, and drainpipe extends to well casing Top open part.
Preferably, being additionally provided with Horizontal filter pipe on the outside of the middle and upper part of well casing, Horizontal filter pipe includes horizontal ends in L fonts And vertical end, the vertical end of Horizontal filter pipe are located at side of the Horizontal filter pipe far from well casing, the vertical end of Horizontal filter pipe extends ground Face is simultaneously connected there are one vacuum pump.
Preferably, the horizontal ends of Horizontal filter pipe are higher than the steel chimney filter positioned at well casing middle and upper part.
Preferably, well casing passes through soil layer and aquiclude, the bottom of well casing extends to confined aquifer.
Preferably, the boundary between the upper limb and confined aquifer and aquiclude of the steel chimney filter of well casing lower part Place flushes.
Preferably, filtrate packet shares multilayer, and the particle diameter of filter medium of filtrate packet is in descending arrangement from bottom to top.
Preferably, being also wrapped on strainer cloth on the outside of well casing.
The beneficial effects of the present invention are:
The present invention uses shallow using the pressure reducing well pipe progress deep layer draining and Horizontal filter pipe progress of upper and lower double steel chimney filter forms The mode of layer drain combination, can terminate that deep basal pit high pressure, big yield artesian water are prominent to be gushed in a short time, compare conventional method, control water With obvious effects, water quality is good, and no silt particle is taken out of, and without water burst security risk again.
Description of the drawings:
Fig. 1 is schematic structural view of the invention;
1 is well casing in figure, and 2 be steel chimney filter, and 3 be filtrate packet, and 4 be drainage cushion block, and 5 be immersible pump, and 6 be drainpipe, and 7 be water Flat chimney filter, 8 be vacuum pump.
Specific implementation mode:
Embodiment:Deep basal pit artesian water is prominent to gush decompression control water-bound, including is in be opened in earth's surface wellhole below, well vertically Well casing 1 is provided in hole, the middle and upper part and lower part of well casing 1 are steel chimney filter 2, and filtrate packet 3 is also filled in the bottom of well casing 1, It is additionally provided with drainage cushion block 4 on the outside of the bottom opening of well casing 1, immersible pump 5 is additionally provided in well casing 1, immersible pump 5 includes drainpipe 6, drainpipe 6 extends to the top open part of well casing 1.
It is additionally provided with Horizontal filter pipe 7 on the outside of the middle and upper part of well casing 1, Horizontal filter pipe 7 in L fonts includes horizontal ends and vertical End, the vertical end of Horizontal filter pipe 7 are located at side of the Horizontal filter pipe 7 far from well casing 1, and the vertical end of Horizontal filter pipe 7 extends ground And vacuum pump 8 there are one connecting.
The horizontal ends of Horizontal filter pipe 7 are higher than the steel chimney filter 2 positioned at 1 middle and upper part of well casing.
Well casing 1 passes through soil layer and aquiclude, and the bottom of well casing 1 extends to confined aquifer.
The upper limb of steel chimney filter 2 positioned at 1 lower part of well casing is flushed with the intersection between confined aquifer and aquiclude.
Filtrate packet 3 shares multilayer, and the particle diameter of filter medium of filtrate packet 3 is in descending arrangement from bottom to top.
The outside of well casing 1 is also wrapped on strainer cloth.

Claims (7)

1. deep basal pit artesian water is prominent to gush decompression control water-bound, including is in be opened in earth's surface wellhole below vertically, in the wellhole It is provided with well casing, it is characterised in that:The middle and upper part and lower part of the well casing are steel chimney filter, are also filled up in the bottom of the well casing There is filtrate packet, is additionally provided with drainage cushion block on the outside of the bottom opening of the well casing, immersible pump is additionally provided in the well casing, it is described Immersible pump includes drainpipe, and the drainpipe extends to the top open part of well casing.
2. deep basal pit artesian water as described in claim 1 is prominent to gush decompression control water-bound, it is characterised in that:The middle and upper part of the well casing Outside be additionally provided with Horizontal filter pipe, the Horizontal filter pipe includes horizontal ends and vertical end in L fonts, the Horizontal filter pipe it is perpendicular Straight end is located at side of the Horizontal filter pipe far from well casing, and the vertical end of the Horizontal filter pipe extends vacuum there are one ground and connections Pump.
3. deep basal pit artesian water as claimed in claim 2 is prominent to gush decompression control water-bound, it is characterised in that:The water of the Horizontal filter pipe Flush end is higher than the steel chimney filter positioned at well casing middle and upper part.
4. deep basal pit artesian water as described in claim 1 is prominent to gush decompression control water-bound, it is characterised in that:The well casing passes through soil layer And aquiclude, the bottom of the well casing extend to confined aquifer.
5. deep basal pit artesian water as claimed in claim 4 is prominent to gush decompression control water-bound, it is characterised in that:It is described to be located at well casing lower part The upper limb of steel chimney filter flushed with the intersection between confined aquifer and aquiclude.
6. deep basal pit artesian water as described in claim 1 is prominent to gush decompression control water-bound, it is characterised in that:The filtrate packet is shared more Layer, and the particle diameter of filter medium of filtrate packet is in descending arrangement from bottom to top.
7. deep basal pit artesian water as described in claim 1 is prominent to gush decompression control water-bound, it is characterised in that:The outside of the well casing is also It is coated with strainer cloth.
CN201810310750.7A 2018-04-09 2018-04-09 Deep basal pit artesian water is prominent to gush decompression control water-bound Pending CN108277807A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810310750.7A CN108277807A (en) 2018-04-09 2018-04-09 Deep basal pit artesian water is prominent to gush decompression control water-bound

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810310750.7A CN108277807A (en) 2018-04-09 2018-04-09 Deep basal pit artesian water is prominent to gush decompression control water-bound

Publications (1)

Publication Number Publication Date
CN108277807A true CN108277807A (en) 2018-07-13

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Country Status (1)

Country Link
CN (1) CN108277807A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110318409A (en) * 2019-06-27 2019-10-11 联建建设工程有限公司 A kind of deep basal pit artesian water is prominent to gush decompressor
CN110318402A (en) * 2019-07-01 2019-10-11 广东建星建造集团有限公司 A kind of deep basal pit back-pressure soil adds diagonal brace form construction method for supporting
CN110805052A (en) * 2019-10-31 2020-02-18 中国二十二冶集团有限公司 Comprehensive treatment method for sudden surge of ultra-deep foundation pit

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CN106801427A (en) * 2016-12-15 2017-06-06 宁波二十冶建设有限公司 Foundation ditch horizontal precipitation device and its application method
CN206706790U (en) * 2017-04-28 2017-12-05 高创建设股份有限公司 Base pit dewatering system
CN107816051A (en) * 2017-11-08 2018-03-20 中国五冶集团有限公司 Pressure-bearing property phreatic aquifer deep basal pit combination well dewatering construction method
CN208594558U (en) * 2018-04-09 2019-03-12 浙江乔兴建设集团有限公司 Deep basal pit artesian water is prominent to gush decompression control water-bound

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JP2004116220A (en) * 2002-09-27 2004-04-15 Izumi Pump Seisakusho:Kk Underground water level lowering device
CN101070704A (en) * 2007-06-04 2007-11-14 上海地矿工程勘察有限公司 Controllable one-well lamina precipitation construction method
JP2009106879A (en) * 2007-10-31 2009-05-21 Sun Quest:Kk Construction method for cleaning soil
CN101225657A (en) * 2008-01-08 2008-07-23 上海大学 Low-position belt type vacuum sealing-water lowering new method
CN101748734A (en) * 2008-12-04 2010-06-23 中国二十冶建设有限公司 Foundation pit side slope sandy soil drainage method
CN102061694A (en) * 2009-11-12 2011-05-18 任再永 Construction method for treating foundation through filling by adopting draining pile tubes
CN102002959A (en) * 2010-12-21 2011-04-06 上海广联建设发展有限公司 Draining device of underground structure foundation and layout method thereof
CN102518141A (en) * 2011-12-19 2012-06-27 同济大学 Deep foundation pit dewatering and decompressing combination well controlled in subsection manner
CN102535490A (en) * 2012-03-06 2012-07-04 北京交通大学 Method for dewatering foundation pit by using bored cast-in-place pile
CN103088836A (en) * 2012-12-15 2013-05-08 天津大学 Sedimentation control method for pumping water and performing reinjection in well casing simultaneously
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CN104895045A (en) * 2015-05-25 2015-09-09 武汉二航路桥特种工程有限责任公司 Method for embedding horizontal drainage channel in soft soil foundation and device thereof
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CN106801427A (en) * 2016-12-15 2017-06-06 宁波二十冶建设有限公司 Foundation ditch horizontal precipitation device and its application method
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110318409A (en) * 2019-06-27 2019-10-11 联建建设工程有限公司 A kind of deep basal pit artesian water is prominent to gush decompressor
CN110318409B (en) * 2019-06-27 2021-04-06 联建建设工程有限公司 Deep basal pit confined water gushes pressure relief device suddenly
CN110318402A (en) * 2019-07-01 2019-10-11 广东建星建造集团有限公司 A kind of deep basal pit back-pressure soil adds diagonal brace form construction method for supporting
CN110805052A (en) * 2019-10-31 2020-02-18 中国二十二冶集团有限公司 Comprehensive treatment method for sudden surge of ultra-deep foundation pit

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