CN202883007U - Hole and fissure water drainage device - Google Patents
Hole and fissure water drainage device Download PDFInfo
- 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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- double
- hole
- water
- pipe
- round pipe
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- Expired - Fee Related
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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
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.
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 |
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CN (1) | CN202883007U (en) |
Cited By (3)
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 |
-
2012
- 2012-04-17 CN CN 201220181843 patent/CN202883007U/en not_active Expired - Fee Related
Cited By (4)
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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Legal Events
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 |