CN202883007U - Hole and fissure water drainage device - Google Patents

Hole and fissure water drainage device Download PDF

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Publication number
CN202883007U
CN202883007U CN 201220181843 CN201220181843U CN202883007U CN 202883007 U CN202883007 U CN 202883007U CN 201220181843 CN201220181843 CN 201220181843 CN 201220181843 U CN201220181843 U CN 201220181843U CN 202883007 U CN202883007 U CN 202883007U
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CN
China
Prior art keywords
double
hole
water
pipe
round pipe
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
CN 201220181843
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Chinese (zh)
Inventor
谢治刚
朱荫华
童艮宝
许光泉
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.)
BOJIANGHAIZI COAL MINE OF INNER MONGOLIA YINHONG ENERGY DEVELOPMENT Co Ltd
Anhui University of Science and Technology
Original Assignee
BOJIANGHAIZI COAL MINE OF INNER MONGOLIA YINHONG ENERGY DEVELOPMENT Co Ltd
Anhui University of Science and Technology
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 BOJIANGHAIZI COAL MINE OF INNER MONGOLIA YINHONG ENERGY DEVELOPMENT Co Ltd, Anhui University of Science and Technology filed Critical BOJIANGHAIZI COAL MINE OF INNER MONGOLIA YINHONG ENERGY DEVELOPMENT Co Ltd
Priority to CN 201220181843 priority Critical patent/CN202883007U/en
Application granted granted Critical
Publication of CN202883007U publication Critical patent/CN202883007U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model provides a hole and fissure water drainage device. A main body is a double-layer round pipe with holes, internal threads are arranged at the left end of the double-layer round pipe, external threads are arranged at the right end of the double-layer round pipe, the inner pipe wall and the outer pipe wall are wound with stainless steel wire meshes and wrapped by anticorrosion screen meshes, and quartz sand uniform in grain size is filled between two pipes of the double-layer round pipe. The double-layer round pipe and the quartz sand filled in the middle have good permeability. The hole and fissure water drainage device has the functions of water drawing, water seeping, water draining and blockage preventing.

Description

The unrestrained device of a kind of hole-crevice water
Technical field:
The utility model relates under a kind of double-porosity model condition, the unrestrained device of mine water.
Background technology:
Characteristics such as it is little that the coal measure strata sandstone pores-the crack water outlet has permeability, and the water seepage time is long, and EXIT POINT is many, and the tunnel is under the mutual effect of water petrofacies often cause that roadway surrounding rock is softening, Surrounding Rock Strength sharply reduces, and roadway support is produced adverse influence.
Be to reduce hole-crevice water to the emollescence of roadway surrounding rock, must instant unrestrained hole-crevice water, the unrestrained water hole of site operation is naked hole at present, and along with the prolongation of unrestrained time, naked hole country rock occurs softening, and cause collapsing hole, plug-hole affect unrestrained effect.For this reason, need research a kind of unrestrained sandstone pores-crevice water device, avoid above-mentioned accident to occur.
The utility model content:
The purpose of this utility model provides the unrestrained device of a kind of hole-crevice water, the generation of avoid collapsing hole, plug-hole accident.
The apparatus main body that the utility model provides is double-deck pipe with holes.
Above-mentioned double-deck pipe is tied with stainless steel cloth at inside and outside tube wall, twines anticorrosion silk screen outward.
Fill the uniform quartz sand of particle diameter in the middle of the above-mentioned double-deck pipe.
Said apparatus is threaded connection.
Pipe in this device can effectively be avoided the hole that collapses; The quartz sand triplen of double-deck pipe and middle filling has good permeability, can play draw water, infiltration, hydrophobic and prevent the effect of stopping up; The silk screen tool corrosion resistance of most external parcel, and prevent that the fine graineds such as flour sand, mud from entering in the unrestrained hole, thus effectively prevent the plug-hole phenomenon.
The utility model is simple in structure, the hole-crevice water in can effective unrestrained porous media, thus avoid the generation of roadway surrounding rock ruckbildung.
Description of drawings:
Fig. 1 is the utility model three-dimensional structure diagram.
Fig. 2 is the utility model sectional drawing.
Fig. 3 is the utility model job site figure.
Among the figure: the double-deck pipe of 1-; The 2-internal thread; The 3-external screw thread; 4-internal layer pipe; The outer pipe of 5-; 6-quartz sand; The 7-sieve aperture; The 8-stainless steel cloth; The anticorrosion silk screen of 9-; 10-boring; The 11-aquifer; The 12-sleeve pipe.
The specific embodiment:
Below in conjunction with description of drawings the utility model performance.
The unrestrained device of the utility model hole-crevice water, main body are the double-deck pipe 1 with sieve aperture 7, and its left end has internal thread 2, and right-hand member has external screw thread 3.Double-deck pipe 1 is comprised of internal layer pipe 4 and outer pipe 5, is tied with stainless steel cloth 8 on the inside and outside tube wall, and wraps up with anticorrosion silk screen 9.Fill the uniform quartz sand 6 of particle diameter in the middle of the double-deck pipe 1.By screw thread, many pipes can connect from beginning to end.
The utility model constructure scheme is: in roadway construction boring 10, behind the pore-forming, a plurality of above-mentioned pipe 1 head and the tail are connected, make its length and relative rich water aquifer 11 water exit end equal in length, then connect the sleeve pipe 12 that does not have sieve aperture, make pipe 1 just be positioned at water exit end, then boring is installed firmly.Hole-crevice water enters pipe by the double-layer tube wall sieve aperture, and flows out along pipeline, thereby has reduced the emollescence of hole-crevice water to roadway surrounding rock.

Claims (3)

1. unrestrained device of hole-crevice water, it is characterized in that: main body is double-deck pipe with holes, and its left end has internal thread, and right-hand member has external screw thread.
2. device according to claim 1 is characterized in that: described double-deck pipe, be tied with stainless steel cloth at inside and outside tube wall, and with anticorrosion silk screen parcel.
3. device according to claim 1 is characterized in that: fill the uniform quartz sand of particle diameter in the middle of the described double-deck pipe.
CN 201220181843 2012-04-17 2012-04-17 Hole and fissure water drainage device Expired - Fee Related CN202883007U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220181843 CN202883007U (en) 2012-04-17 2012-04-17 Hole and fissure water drainage device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220181843 CN202883007U (en) 2012-04-17 2012-04-17 Hole and fissure water drainage device

Publications (1)

Publication Number Publication Date
CN202883007U true CN202883007U (en) 2013-04-17

Family

ID=48074447

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220181843 Expired - Fee Related CN202883007U (en) 2012-04-17 2012-04-17 Hole and fissure water drainage device

Country Status (1)

Country Link
CN (1) CN202883007U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103670510A (en) * 2013-12-31 2014-03-26 大同煤矿集团有限责任公司 Method for draining ponding in goaf by laneway casing pipe method
CN108286456A (en) * 2018-04-02 2018-07-17 北京矿冶科技集团有限公司 Open stope afterwards filling tunneling boring flexibility dewatering method under metalliferous mine
CN108843385A (en) * 2018-06-25 2018-11-20 河南理工大学 One kind adopting the efficient leting speeper method and device of the aqueous roadway in the roof of mud stone

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103670510A (en) * 2013-12-31 2014-03-26 大同煤矿集团有限责任公司 Method for draining ponding in goaf by laneway casing pipe method
CN103670510B (en) * 2013-12-31 2015-12-30 大同煤矿集团有限责任公司 Roadway tiretube process discharge water in gob area method
CN108286456A (en) * 2018-04-02 2018-07-17 北京矿冶科技集团有限公司 Open stope afterwards filling tunneling boring flexibility dewatering method under metalliferous mine
CN108843385A (en) * 2018-06-25 2018-11-20 河南理工大学 One kind adopting the efficient leting speeper method and device of the aqueous roadway in the roof of mud stone

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Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130417

Termination date: 20140417