CN109518707A - A kind of advanced plugging structure of high-pressure high-flow underground water and method for blocking - Google Patents

A kind of advanced plugging structure of high-pressure high-flow underground water and method for blocking Download PDF

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Publication number
CN109518707A
CN109518707A CN201811559932.4A CN201811559932A CN109518707A CN 109518707 A CN109518707 A CN 109518707A CN 201811559932 A CN201811559932 A CN 201811559932A CN 109518707 A CN109518707 A CN 109518707A
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CN
China
Prior art keywords
water
blocking
water ring
fixed frame
blocking water
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Application number
CN201811559932.4A
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Chinese (zh)
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CN109518707B (en
Inventor
陈兵
杨成龙
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PowerChina Guiyang Engineering Corp Ltd
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PowerChina Guiyang Engineering Corp Ltd
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Priority to CN201811559932.4A priority Critical patent/CN109518707B/en
Publication of CN109518707A publication Critical patent/CN109518707A/en
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Classifications

    • 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
    • E02D19/16Restraining of underground water by damming or interrupting the passage of underground water by placing or applying sealing substances
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D15/00Handling building or like materials for hydraulic engineering or foundations
    • E02D15/02Handling of bulk concrete specially for foundation or hydraulic engineering purposes
    • E02D15/04Placing concrete in mould-pipes, pile tubes, bore-holes or narrow shafts

Abstract

The invention discloses a kind of advanced plugging structure of high-pressure high-flow underground water and method for blocking, it include: drilling, the blocking water ring being connected in drilling, the drying portion being installed on blocking water ring, the water-holding portion being set in blocking water ring and the shotcrete pipe between blocking water ring and water-holding portion;Wherein, drying portion includes: the blast pipe on blocking water ring, several puff prots on blocking water ring;Several puff prots above-mentioned are placed in blocking water ring side wall surface upper end, and puff prot is downward;Wherein, water-holding portion includes: the fixed frame being placed in the blocking water ring, and the water pump being placed in the fixed frame is installed on the grid plate washer of the fixed frame surrounding, is installed on the filter screen of the grid baffle interior.A kind of advanced plugging structure of simple structure and strong practicability of high-pressure high-flow underground water, solves the unfavorable natural phenomena such as surface subsidence provided by the embodiment of the present invention.

Description

A kind of advanced plugging structure of high-pressure high-flow underground water and method for blocking
Technical field
The present invention relates to underground water to block field, and in particular to a kind of advanced plugging structure of high-pressure high-flow underground water and envelope Blocking method.
Background technique
Underground water (ground water), refers to water of the preservation in below ground rock gap, refers to underground in the narrow sense Water below the water surface in saturated aqueous layer.Underground water, which refers to, is imbedded in the various forms of bulk waters of earth's surface or less.
But underground water can cause to come down under certain condition, the unfavorable natural phenomena such as surface subsidence, existing general use Ejectment etc. is easily achieved groundwater treatment, construction, but the reduction of its groundwater level be easy to cause the reduction of massif water level, influences to give birth to The problems such as state, and ejectment not can effectively solve landslide caused by underground water, surface subsidence.
Summary of the invention
The main object of the present invention is to solve the deficiency of existing issue, solves unfavorable natural phenomena and the ground such as surface subsidence It is lauched water level reduction and be easy to cause the reduction of massif water level, influence ecology, and ejectment not can effectively solve produced by underground water Landslide, the problems such as surface subsidence.
To solve the above-mentioned problems in the prior art, the present invention provides a kind of high-pressure high-flow underground water to seal in advance Bridging structure, comprising: drill, the blocking water ring that is connected in the drilling, the drying portion being installed on the blocking water ring, be set to institute State the water-holding portion in blocking water ring and the shotcrete pipe between the blocking water ring and water-holding portion;
Wherein, drying portion includes: the blast pipe on the blocking water ring, several sprays on the blocking water ring Port;Several puff prots above-mentioned are placed in blocking water ring side wall surface upper end, and puff prot is downward;
Wherein, water-holding portion includes: the fixed frame being placed in the blocking water ring, the water pump being placed in the fixed frame, It is installed on the grid plate washer of the fixed frame surrounding, is installed on the filter screen of the grid baffle interior.
Further, several puff prot quantity above-mentioned are 8, in pairs, are symmetrically and evenly inlaid on blocking water ring.
Further, pair of sliding block is installed between blocking water ring and fixed frame above-mentioned.
Further, the width of fixed frame above-mentioned is less than the width of a pair of symmetrical puff prot.
Further, a pair of of power rail is installed on blocking water ring above-mentioned.
Further, drive rod is installed on fixed frame above-mentioned.
Method for blocking includes the following steps: for blocking water ring, fixed frame and shotcrete pipe to be deep into drilling together, reaches drilling The water of bottom surface, blocking water ring surrounding is retained, the pump working in fixed frame, extracts the water in blocking water ring, the net on fixed frame Lattice baffle and filter screen can impurity screening, water pump is preferably protected, when the water flow in blocking water ring blots, by blocking water ring Air inlet pipe inwardly conveys dry hot-air, and inside is dried, and dry a period of time, increase fixed frame by drive rod, Shotcrete pipe carries out gunite work to it, and puff prot constantly dries it during whitewashing, makes blocking water ring by power rail It constantly moves up, completes the closure to underground water.
The invention has the following advantages:
A kind of advanced plugging structure structure of high-pressure high-flow underground water provided by the embodiment of the present invention is simple, practicability By force, the unfavorable natural phenomena such as surface subsidence is solved.
Detailed description of the invention
Fig. 1 is a kind of structural schematic diagram of the advanced plugging structure embodiment of high-pressure high-flow underground water of the present invention;
Fig. 2 is a kind of structural schematic diagram of the advanced plugging structure embodiment of high-pressure high-flow underground water of the present invention;
Description of symbols: 1- drilling, 2- blocking water ring, 3- shotcrete pipe, 4- blast pipe, 5- puff prot, 6- fixed frame, 7- water Pump, 8- grid baffle, 9- filter screen, 10- sliding shoe, 11- power rail, 12- drive rod.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete Site preparation description,
Obviously, described embodiment is only a part of the embodiments of the present invention, instead of all the embodiments, is based on Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other Embodiment belongs to the scope of the present invention.
It is to be appreciated that the directional instruction (such as up, down, left, right, before and after ...) of institute is only in the embodiment of the present invention For explaining in relative positional relationship, the motion conditions etc. under a certain particular pose (as shown in the picture) between each component, if When the particular pose changes, then the connection that directionality instruction also correspondingly changes correspondingly, which can be, to be directly connected to, can also To be to be indirectly connected with.
As shown in Figs. 1-2, a kind of advanced plugging structure of high-pressure high-flow underground water of the present invention, including drilling 1, it is connected to institute It states blocking water ring 2 in drilling 1, the drying portion that is installed on the blocking water ring 2, the water-holding portion being set in blocking water ring 2 and is located at Shotcrete pipe 3 between the blocking water ring 2 and water-holding portion;
Wherein, drying portion includes the blast pipe 4 on blocking water ring 2, several puff prots 5 on blocking water ring 2; Several puff prots 5 are placed in 2 side wall surface upper end of blocking water ring, and puff prot 5 is downward;Water-holding portion includes being placed in the blocking water ring Fixed frame 6, the water pump 7 being placed in the fixed frame 6 is installed on the grid baffle 8 of 6 surrounding of fixed frame, is installed on Filter screen 9 inside the grid baffle 8.
2 upper end of blocking water ring is cavity structure, and blast pipe 4 is in the blocking water ring 2.6 lower end of fixed frame is sealing, His five wall surfaces are hatch frame, and grid baffle 8 is placed on the outside of opening wall surface, and filter screen 9 is placed in 8 inside of grid baffle.
5 quantity of puff prot is 8.Puff prot 5 is uniformly distributed on 2 inner wall of blocking water ring.In addition, blocking water ring 2 and fixation Pair of sliding block 10 is installed between frame 6.Sliding shoe 10 on 2 inner wall of blocking water ring slidably, described in 6 side of fixed frame Sliding shoe 10 is static fixation.
The width of fixed frame 6 is less than the width of a pair of symmetrical puff prot 5.The width of fixed frame 6, which is less than, is distributed in blocking water ring 2 On symmetrical puff prot 5 distance, prevent damage of colliding with.A pair of of power rail 11 is installed on blocking water ring 2.Power rail 11 It is placed on blocking water ring 2, being used to provide power rises the blocking water ring 2, is in the milk for continuing.It is also equipped on fixed frame 6 Drive rod 12.Drive rod 12 is placed on fixed frame 6, provides power, when water is cleaned out in the blocking water ring 2, shotcrete pipe 3 into When row grouting, the rising of fixed frame 6 is provided.
The device is implemented: blocking water ring 2, fixed frame 6 and shotcrete pipe 3 are deep into together in drilling 1, reaches and bores 1 bottom surface of hole, blocking water ring 2 retain the water of surrounding, and the water pump 7 in fixed frame 6 works, and extract the water in blocking water ring 2, fixed Grid baffle 8 and filter screen 9 on frame 6 can impurity screening, preferably protect water pump 7, when the water flow in blocking water ring 2 blots, Dry hot-air is inwardly conveyed by the air inlet pipe 4 on blocking water ring 2, inside is dried, and dry a period of time, passes through driving Bar 12 rises fixed frame 6, and shotcrete pipe 3 carries out gunite work to it, and puff prot 5 constantly dries it during whitewashing, Blocking water ring 2 is moved up also constantly by power rail 11, completes the closure to underground water, and present apparatus of simple structure and strong practicability is blocked up Water effect is more preferable.
Although the present invention is described in detail referring to the foregoing embodiments, for those skilled in the art, It is still possible to modify the technical solutions described in the foregoing embodiments, or part of technical characteristic is carried out etc. With replacement, all within the spirits and principles of the present invention, any modification, equivalent replacement, improvement and so on should be included in this Within the protection scope of invention.

Claims (7)

1. a kind of advanced plugging structure of high-pressure high-flow underground water, it is characterised in that: including drilling (1), be connected to the drilling (1) blocking water ring (2) in, the drying portion being installed on the blocking water ring (2), the water-holding portion being set in the blocking water ring (2) And the shotcrete pipe (3) between the blocking water ring and water-holding portion;The drying portion includes on the blocking water ring (2) Blast pipe (4), several puff prots (5) on the blocking water ring (2);The puff prot (5) is placed in blocking water ring (2) Side wall surface upper end, and Open Side Down;The water-holding portion includes the fixed frame (6) being placed in the blocking water ring (2), is placed in institute The water pump (7) in fixed frame (6) is stated, the grid plate washer (8) of the fixed frame (6) surrounding is installed on, is installed on the grid gear The internal filter screen (9) of plate (8).
2. a kind of advanced plugging structure of high-pressure high-flow underground water according to claim 1, which is characterized in that described several Puff prot (5) quantity is 8, is arranged symmetrically in pairs.
3. a kind of advanced plugging structure of high-pressure high-flow underground water according to claim 1, which is characterized in that the water blockoff Pair of sliding block (10) are installed between circle (2) and fixed frame (6).
4. a kind of advanced plugging structure of high-pressure high-flow underground water according to claim 1, which is characterized in that the fixation The width of frame (6) is less than the width of a pair of symmetrical puff prot (5).
5. a kind of advanced plugging structure of high-pressure high-flow underground water according to claim 1, which is characterized in that the water blockoff A pair of of power rail (11) are installed on circle (2).
6. a kind of advanced plugging structure of high-pressure high-flow underground water according to claim 1, which is characterized in that the fixation Drive rod (12) are installed on frame (6).
7. a kind of method for blocking of the plugging structure as described in any one of claim 1-6, it is characterised in that including as follows Step: blocking water ring (2), fixed frame (6) and shotcrete pipe (3) are deep into together in drilling (1), reach drilling (1) bottom surface, water blockoff Circle (2) retains the water of surrounding, and the water in blocking water ring (2), fixed frame are extracted in water pump (7) work in fixed frame (6) (6) grid baffle (8) and filter screen (9) on can impurity screening, preferably protect water pump (7), the water in blocking water ring (2) Stream blots, and dry hot-air is inwardly conveyed by the air inlet pipe (4) on blocking water ring (2), inside is dried, when one section dry Between, increase fixed frame (6) by drive rod (12), shotcrete pipe (3) carries out gunite work to it, jet during whitewashing Mouth (5) constantly dries it, moves up blocking water ring (2) also constantly by power rail (11), completes the closure to underground water.
CN201811559932.4A 2018-12-19 2018-12-19 Advanced plugging structure and plugging method for high-pressure high-flow groundwater Active CN109518707B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811559932.4A CN109518707B (en) 2018-12-19 2018-12-19 Advanced plugging structure and plugging method for high-pressure high-flow groundwater

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Application Number Priority Date Filing Date Title
CN201811559932.4A CN109518707B (en) 2018-12-19 2018-12-19 Advanced plugging structure and plugging method for high-pressure high-flow groundwater

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CN109518707B CN109518707B (en) 2023-09-19

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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005248631A (en) * 2004-03-05 2005-09-15 Kanpai Co Ltd Packer and liquid conveying pipe having it
RU2005133619A (en) * 2005-10-31 2007-05-10 Институт космофизических исследований и аэрономииСО РАН (RU) METHOD FOR PROTECTING CAREERS FROM UNDERGROUND WATERS
CN101654907A (en) * 2009-09-11 2010-02-24 中国水利水电第九工程局有限公司 High-flow high-speed jet plugging grouting technique under high-pressure water head of hydropower station
CN202099808U (en) * 2011-05-12 2012-01-04 南嶋义幸 Underground water filtering and pumping device
CN103397651A (en) * 2013-07-15 2013-11-20 广西建工集团第三建筑工程有限责任公司 Seal structure of concrete foundation slab of reserved water-collecting well
CN107620312A (en) * 2017-08-27 2018-01-23 中铁十二局集团有限公司 High hydraulic pressure precipitation well construction and hydrostatic slip casting method for blocking in a kind of Metro station excavation
CN209538203U (en) * 2018-12-19 2019-10-25 中国电建集团贵阳勘测设计研究院有限公司 A kind of advanced plugging structure of high-pressure high-flow underground water

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005248631A (en) * 2004-03-05 2005-09-15 Kanpai Co Ltd Packer and liquid conveying pipe having it
RU2005133619A (en) * 2005-10-31 2007-05-10 Институт космофизических исследований и аэрономииСО РАН (RU) METHOD FOR PROTECTING CAREERS FROM UNDERGROUND WATERS
CN101654907A (en) * 2009-09-11 2010-02-24 中国水利水电第九工程局有限公司 High-flow high-speed jet plugging grouting technique under high-pressure water head of hydropower station
CN202099808U (en) * 2011-05-12 2012-01-04 南嶋义幸 Underground water filtering and pumping device
CN103397651A (en) * 2013-07-15 2013-11-20 广西建工集团第三建筑工程有限责任公司 Seal structure of concrete foundation slab of reserved water-collecting well
CN107620312A (en) * 2017-08-27 2018-01-23 中铁十二局集团有限公司 High hydraulic pressure precipitation well construction and hydrostatic slip casting method for blocking in a kind of Metro station excavation
CN209538203U (en) * 2018-12-19 2019-10-25 中国电建集团贵阳勘测设计研究院有限公司 A kind of advanced plugging structure of high-pressure high-flow underground water

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