CN203960941U - A kind of artesian water water intake well - Google Patents

A kind of artesian water water intake well Download PDF

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Publication number
CN203960941U
CN203960941U CN201420387577.8U CN201420387577U CN203960941U CN 203960941 U CN203960941 U CN 203960941U CN 201420387577 U CN201420387577 U CN 201420387577U CN 203960941 U CN203960941 U CN 203960941U
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CN
China
Prior art keywords
guide pipe
wall casing
well
pipe
outside
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.)
Expired - Fee Related
Application number
CN201420387577.8U
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Chinese (zh)
Inventor
蒋巍
代世伟
王万平
甘斌
柴晓然
彭红明
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.)
QINGHAI 906 ENGINEERING SURVEY AND DESIGN INSTITUTE
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QINGHAI 906 ENGINEERING SURVEY AND DESIGN INSTITUTE
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Filing date
Publication date
Application filed by QINGHAI 906 ENGINEERING SURVEY AND DESIGN INSTITUTE filed Critical QINGHAI 906 ENGINEERING SURVEY AND DESIGN INSTITUTE
Priority to CN201420387577.8U priority Critical patent/CN203960941U/en
Application granted granted Critical
Publication of CN203960941U publication Critical patent/CN203960941U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/30Flood prevention; Flood or storm water management, e.g. using flood barriers

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Abstract

A kind of artesian water water intake well, it relates to groundwater resources field, structure is: the top of wall casing is fixed with flange, the bottom of wall casing is provided with filter pipe, the arranged outside of top, the top wall casing of filter pipe has sealing pallet, sealing pallet is provided with the interim sealing material that is inverted triangle, the outside, middle part of wall casing is also provided with expansion watertight rubber circle A, the outside of wall casing is also provided with guide pipe, the arranged outside of guide pipe has expansion watertight rubber circle B, concrete cement paste is all poured between wall casing and guide pipe and guide pipe outside, guide pipe top is provided with guide pipe cover plate and guide pipe sealing Grouting Pipe, the beneficial effects of the utility model are: the utility model is simple in structure, easy construction, cost is low, at scall, high-pressure artesian aqua region hydrological well is drilled into the high well completion rate of well, easy to use, water rate is good, and can control well kick completely, the outer water burst of pipe well.

Description

A kind of artesian water water intake well
one, technical field
The utility model relates to groundwater resources field, particularly a kind of artesian water water intake well.
two, prior art
At scall, high-pressure artesian aqua region carries out hydrological well and drills in well construction, due to during hydrological well mostly is, deep hole (100-300 rice), in stratum, water barrier mostly is silty clay, underground water has certain pressure, by conventional hydrological well drilling operation technique, become well difficulty, multiple well kick, the outer water burst accident of pipe well, while there is water burst, if do not adopted an effective measure, the soil sheet of well head periphery is submerged or will becomes pond, producing to local people life brings inconvenience, once well head is blocked, all that has been achieved is spoiled in that well-digging work before this, meaningless, also do not have at present a kind of construction method of rational artesian water water intake well to solve time contradiction.
three, utility model content
The problem existing for above-mentioned prior art, the utility model provides a kind of artesian water water intake well, a kind of artesian water water intake well, its structure is: the top of wall casing (6) is fixed with flange (11), the bottom of wall casing (6) is provided with filter pipe (10), the arranged outside of the top wall casing (6) of filter pipe (10) has sealing pallet (8), sealing pallet (8) is provided with the interim sealing material (9) that is inverted triangle, the outside of wall casing (6) is also provided with expansion watertight rubber circle A(7), the outside of wall casing (6) is also provided with guide pipe (4), the arranged outside of guide pipe (4) has expansion watertight rubber circle B(3), concrete cement paste (5) is all poured between wall casing (6) and guide pipe (4) and guide pipe (4) outside, guide pipe (4) top is provided with guide pipe cover plate (1) and guide pipe sealing Grouting Pipe (2).
The utility model is achieved in that the first step: landfill guide pipe: the degree of depth of determining relative water resisting layer according to geologic information, relatively stable water barrier is: farinose argillic horizon or other impervious layers, thickness is greater than 3m, the length of guide pipe is generally designed to 15~30m, the bore of guide pipe be greater than pipe well well casing bore 2~3 times; The position of the outside relative water resisting layer of guide pipe adopts upper and lower back-up ring and galvanized wire to tie up fixedly sealing expanded rubber, sealing expanded rubber is wide is 300~500mm, thickness is 20~40mm, back-up ring thickness is 10~20mm, back-up ring spacing is consistent with sealing expanded rubber width, adopts pipe method under tubing string lifting that guide pipe is installed; Concrete cement paste is injected by grouting pipe in the outside of guide pipe, and the relative density of concrete cement paste should be 1.3 times of field measurement mud density;
Second step: revolve and scrape out well: adopt normal circulation slewing drilling machine to enter successively to revolve and dig in the middle of the mounted guide pipe of the first step, revolve and dig to projected depth;
The 3rd step: wall casing is installed: the wall casing in reducing sealing position is fixed with pallet, pallet diameter is less than bore open 50mm, thickness 20~30mm, pallet is selected steel material, pallet below sea-tangle braiding, is wound around, and galvanized wire is tied up fixing, wall casing inside is provided with the wall casing of filter pipe, and wall casing is: 6~10mm ordinary steel; At second step, revolve in scraping out well and adopt pipe method under tubing string lifting that wall casing is installed;
The 4th step: well-flushing: install after wall casing in the 3rd step, to start in time well-flushing work, the main purpose of well-flushing is in order thoroughly to remove mud in well, destroy borehole wall mud skin, extract the mud and the fine particle that infiltrate in aquifer out, make strainer form a good artificial filtration beds around, to increase the water yield of wellhole, due at scall, high-pressure artesian aqua region Cheng Jing, can adopt note clear water circulation well cleanup, as effect is undesirable, adopt chemical well-flushing method (to use the aqueous solution of sodium pyrophosphate 10%, drop in well and soak after 24 hours, adopt again Piston Air Compressor combined washing well) can take effect.
The beneficial effects of the utility model are: the utility model is simple in structure, easy construction, and cost is low, at scall, high-pressure artesian aqua region hydrological well, drill into the high well completion rate of well, easy to use, water rate is good, and can control well kick, the outer water burst of pipe well completely.
four, accompanying drawing explanation
Fig. 1 is the utility model structural representation
In figure: 1, guide pipe cover plate 2, guide pipe sealing Grouting Pipe 3, expansion watertight rubber circle B 4, guide pipe 5, concrete cement paste 6, wall casing 7, expansion watertight rubber circle A 8, sealing pallet 9, interim sealing material 10, filter pipe 11, flange
five, the specific embodiment
Embodiment 1: a kind of artesian water water intake well, a kind of artesian water water intake well, its structure is: the top of wall casing (6) is fixed with flange (11), the bottom of wall casing (6) is provided with filter pipe (10), the arranged outside of the top wall casing (6) of filter pipe (10) has sealing pallet (8), sealing pallet (8) is provided with the interim sealing material (9) that is inverted triangle, the outside of wall casing (6) is also provided with expansion watertight rubber circle A(7), the outside of wall casing (6) is also provided with guide pipe (4), the arranged outside of guide pipe (4) has expansion watertight rubber circle B(3), concrete cement paste (5) is all poured between wall casing (6) and guide pipe (4) and guide pipe (4) outside, guide pipe (4) top is provided with guide pipe cover plate (1) and guide pipe sealing Grouting Pipe (2).

Claims (1)

1. an artesian water water intake well, it is characterized in that: the top of wall casing (6) is fixed with flange (11), the bottom of wall casing (6) is provided with filter pipe (10), the arranged outside of top, the top wall casing (6) of filter pipe (10) has sealing pallet (8), sealing pallet (8) is provided with the interim sealing material (9) that is inverted triangle, the outside, middle part of wall casing (6) is also provided with expansion watertight rubber circle A(7), the outside of wall casing (6) is also provided with guide pipe (4), the arranged outside of guide pipe (4) has expansion watertight rubber circle B(3), concrete cement paste (5) is all poured between wall casing (6) and guide pipe (4) and guide pipe (4) outside, guide pipe (4) top is provided with guide pipe cover plate (1) and guide pipe sealing Grouting Pipe (2).
CN201420387577.8U 2014-07-15 2014-07-15 A kind of artesian water water intake well Expired - Fee Related CN203960941U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420387577.8U CN203960941U (en) 2014-07-15 2014-07-15 A kind of artesian water water intake well

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420387577.8U CN203960941U (en) 2014-07-15 2014-07-15 A kind of artesian water water intake well

Publications (1)

Publication Number Publication Date
CN203960941U true CN203960941U (en) 2014-11-26

Family

ID=51921542

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420387577.8U Expired - Fee Related CN203960941U (en) 2014-07-15 2014-07-15 A kind of artesian water water intake well

Country Status (1)

Country Link
CN (1) CN203960941U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106149664A (en) * 2016-08-26 2016-11-23 河北省地矿局国土资源勘查中心 Water stop device in layered water pumping pipe
CN106555419A (en) * 2016-10-27 2017-04-05 杨振华 A kind of artesian water exploitation, the integrated apparatus for utilizing
CN107416964A (en) * 2017-06-13 2017-12-01 重庆市铜梁区宝山源矿泉水厂 Underground water well and groundwater treatment system
CN111075392A (en) * 2019-12-13 2020-04-28 江苏长江地质勘查院 Layered water stopping device and process for deep hole

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106149664A (en) * 2016-08-26 2016-11-23 河北省地矿局国土资源勘查中心 Water stop device in layered water pumping pipe
CN106149664B (en) * 2016-08-26 2020-02-04 河北省地矿局国土资源勘查中心 Water stop device in layered water pumping pipe
CN106555419A (en) * 2016-10-27 2017-04-05 杨振华 A kind of artesian water exploitation, the integrated apparatus for utilizing
CN107416964A (en) * 2017-06-13 2017-12-01 重庆市铜梁区宝山源矿泉水厂 Underground water well and groundwater treatment system
CN107416964B (en) * 2017-06-13 2021-02-02 重庆市铜梁区宝山源矿泉水厂 Groundwater well and groundwater treatment system
CN111075392A (en) * 2019-12-13 2020-04-28 江苏长江地质勘查院 Layered water stopping device and process for deep hole

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20141126

Termination date: 20200715