CN203412624U - Surrounding rock drainage water guide device - Google Patents

Surrounding rock drainage water guide device Download PDF

Info

Publication number
CN203412624U
CN203412624U CN201320454070.5U CN201320454070U CN203412624U CN 203412624 U CN203412624 U CN 203412624U CN 201320454070 U CN201320454070 U CN 201320454070U CN 203412624 U CN203412624 U CN 203412624U
Authority
CN
China
Prior art keywords
water
water guide
gate valve
aqueduct
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
CN201320454070.5U
Other languages
Chinese (zh)
Inventor
马占国
王泽民
赵国贞
龚鹏
杨玉树
许刚
上官建华
孟相龙
马占林
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.)
Inner Mongolia Mengtai Buliangou Coal Industry Co ltd
China University of Mining and Technology CUMT
Original Assignee
Inner Mongolia Mengtai Buliangou Coal Industry Co ltd
China University of Mining and Technology CUMT
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 Inner Mongolia Mengtai Buliangou Coal Industry Co ltd, China University of Mining and Technology CUMT filed Critical Inner Mongolia Mengtai Buliangou Coal Industry Co ltd
Priority to CN201320454070.5U priority Critical patent/CN203412624U/en
Application granted granted Critical
Publication of CN203412624U publication Critical patent/CN203412624U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Sewage (AREA)

Abstract

A wall rock drainage water guide device comprises a water guide pipe, a tray, a gasket, a nut and a gate valve, wherein the water guide pipe extends into a drill hole and is formed by connecting a plurality of seamless steel pipes through steel sleeves; the water guide pipe is drilled with a plurality of inclined water guide holes arranged in a cross shape at intervals, the outer wall of the water guide pipe is provided with water blocking rings containing expanding agents at intervals, a hole sealing agent is arranged between the outer wall of the tail end of the water guide pipe and the inner wall of the drilled hole, the exposed end of the water guide pipe is connected with a drainage pipe fixed on a top plate or a roadway side through a gate valve, a U-shaped pipe is arranged at the connection section of the drainage pipe and the gate valve, and the outlet end of the drainage pipe. The utility model discloses a water in communicating vessel principle and the sealed fluid suction with the roof crack is derived, prevents soft rock supporting system hydration inefficacy, controls the water yield effectively and prevents that the outside air from getting into drilling through the gate valve and the U-shaped pipe that set up simultaneously, and the reliability, security and the permanence of soft rock supporting system are ensured to the morals and manners rock stratum under having the crack water condition. The structure is simple, the cost is low, the construction is easy, and the method is reliable and effective.

Description

A kind of country rock drainage water guider
Technical field
The utility model relates to a kind of country rock water guider, particularly a kind of drainage water guider that is applicable to cranny development country rock in mine, tunnel, underground construction, soft surrounding rock and infiltration country rock.
Background technology
In mine, tunnel, underground construction, often can run into cranny development country rock, weak surrounding rock and infiltration country rock, country rock contains obvious weak intercalated layer, argillization interlayer, all kinds of structural plane, and all kinds of composite construction.Wherein, there is strong dilatancy and efflorescent feature containing mud stone interlayer soft surrounding rock, and when water and dynamic pressure affects, argillization very easily after mud stone chance water, often follow country rock infiltration, moist matter is soft, causes anchor cable to set, drilling rod is glued in pneumatic punching, and wet method punching anchoring strength is poor, constructs very difficult.Meanwhile, after this class surrounding rock is taked general supporting, still there will be absciss layer unstability under infiltration condition, collapse and emit each class surrounding rock security incident such as hurt sb.'s feelings, impact is produced.For this kind of situation, need to design a kind of water guide drainage system and method, water in country rock is derived, thereby prevent that absciss layer district ponding from softening country rock, can prevent and reduce roof fall accident, meanwhile, ponding can be puted forth effort basis reliably for anchor pole, cable bolting provide after drawing, and for realizing, the complex condition surrounding rock supportings such as loose crushing country rock, dead-soft rock stratum and infiltration country rock is provided safeguard.This device is simple in structure, easily construction not only, can also reduce support cost, effectively increases surrounding rock stability.
Summary of the invention
Technical problem: the purpose of this utility model is the deficiency overcoming in prior art, provide a kind of simple in structure, cost is low, easy construction, water guide are effective, country rock drainage water guider that infiltration is dredged.
Technical scheme: country rock drainage water guider of the present utility model, comprise and stretch into boring inner aqueduct, the pallet that is located at successively aqueduct exposed junction, packing ring, nut, gate valve, described aqueduct is formed by connecting through steel bushing sleeve by a plurality of seamless steel pipes, on aqueduct, interval is drilled with some water-guiding holes that cross is arranged that are, on the outer wall of aqueduct, be interval with water-ring, aqueduct exposed junction is connected with and is fixed on the drainage tube that help in top board or lane by gate valve, drainage tube and gate valve linkage section are provided with U-shaped pipe, and the port of export of drainage tube is connected with storage tank.
Described being on the water-guiding hole that cross arranges has downward-sloping interior chamfering; On the outer wall of described water-ring, have a plurality of apertures.
Beneficial effect: the utility model has taken into full account the Comprehensive Characteristics of cranny development country rock in mine, tunnel, underground construction, weak surrounding rock and infiltration country rock, a kind of top board crevice water let-off gear(stand) is provided, by law of connected vessels and fluid-encapsulated suction, the water in top board crack is derived, stop soft rock supporting system aquation to lose efficacy, by the gate valve and the U-shaped pipe that arrange, effectively control water yield and prevent that outside air from entering boring weathered rock formation, guarantees to have reliability, safety and the permanence of soft rock supporting system under crevice water condition simultaneously.It is simple in structure, with low cost, and easily construction, reliably effective.Tool has the following advantages:
1) stretching into the inner aqueduct being connected through steel bushing sleeve by a plurality of seamless steel pipes of boring can be according to the length of the position adjustments aqueduct at the degree of depth of boring and infiltration water source;
2) on aqueduct, interval is drilled with some inclination water-guiding holes that cross is arranged that are, and water-guiding hole has downward interior chamfering, is conducive to current and flows out;
3) on aqueduct outer wall, be interval with the water-ring that includes expansion agent, can, according to rock seepage situation, ponding be effectively intercepted; Meanwhile, between the outer wall of aqueduct tail end and the inwall of boring, be provided with hole sealing agent, prevent that the ponding of different rock-layers from flowing out along hole wall;
4) between drainage tube and gate valve, establish U-shaped pipe and be fixed on top board or lane is helped, play the positive role of water blockoff efflorescence prevention, drainage effect is remarkable, simple to operate, is easy to construction;
5) gate valve connects aqueduct and drainage tube, can effectively control the water yield and prevent that outside air from entering boring weathered rock formation;
6) each parts such as aqueduct, pallet, nut, gate valve are made by resistant material, effectively prevent corrosion, increase water guide effect and service life.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
In figure: 1-water-guiding hole; 2-steel bushing sleeve; 3-water-ring; 4-aqueduct; 5-hole sealing agent; 6-pallet; 7-packing ring; 8-nut; 9-gate valve, 10-drainage tube, 11-U shape pipe; 12-water tank.
The specific embodiment
Below in conjunction with accompanying drawing, an embodiment of the present utility model is further described:
Country rock drainage water guider of the present utility model, comprises and stretches into inner aqueduct 4, the pallet 6 that is located at successively aqueduct 4 exposed junctions, packing ring 7, nut 8, the gate valve 9 of boring, is located at the outside drainage tube 10 of boring; Aqueduct 4 is connected through steel bushing sleeve 2 by a plurality of seamless steel pipes, on aqueduct 4, interval is drilled with some water-guiding holes 1 that cross is arranged that are, on water-guiding hole 1, have downward-sloping interior chamfering, on the outer wall of aqueduct 4, be interval with water-ring 3, aqueduct 4 exposed junctions are connected with and are fixed on the drainage tube 10 that help in top board or lane by gate valve 9, drainage tube 10 is provided with U-shaped pipe 11 with gate valve 9 linkage sections, and the port of export of drainage tube 10 is connected with storage tank 12.Water-ring 3 subsection setups, water-ring 3 consists of sleeve pipe and the water-swellable agent being located in sleeve pipe, has a plurality of apertures on the outer wall of water-ring 3, and each parts such as aqueduct 4, pallet 6, packing ring 7, nut 8, gate valve 9 are made by resistant material.

Claims (2)

1. a country rock drainage water guider, comprise and stretch into the inner aqueduct (4) of boring, be located at successively the pallet (6) of aqueduct (4) exposed junction, packing ring (7), nut (8), gate valve (9), it is characterized in that: described aqueduct (4) is formed by connecting through steel bushing sleeve (2) by a plurality of seamless steel pipes, the upper interval of aqueduct (4) is drilled with some water-guiding holes (1) that cross is arranged that are, on the outer wall of aqueduct (4), be interval with water-ring (3), aqueduct (4) exposed junction is connected with and is fixed on the drainage tube (10) that help in top board or lane by gate valve (9), drainage tube (10) is provided with U-shaped pipe (11) with gate valve (9) linkage section, the port of export of drainage tube (10) is connected with storage tank (12).
2. country rock drainage water guider according to claim 1, is characterized in that: described in be on the water-guiding hole (1) that cross arranges and have downward-sloping interior chamfering.
CN201320454070.5U 2013-07-26 2013-07-26 Surrounding rock drainage water guide device Expired - Fee Related CN203412624U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320454070.5U CN203412624U (en) 2013-07-26 2013-07-26 Surrounding rock drainage water guide device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320454070.5U CN203412624U (en) 2013-07-26 2013-07-26 Surrounding rock drainage water guide device

Publications (1)

Publication Number Publication Date
CN203412624U true CN203412624U (en) 2014-01-29

Family

ID=49975519

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320454070.5U Expired - Fee Related CN203412624U (en) 2013-07-26 2013-07-26 Surrounding rock drainage water guide device

Country Status (1)

Country Link
CN (1) CN203412624U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103382850A (en) * 2013-07-26 2013-11-06 中国矿业大学 Roof crack water guiding device and method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103382850A (en) * 2013-07-26 2013-11-06 中国矿业大学 Roof crack water guiding device and method
CN103382850B (en) * 2013-07-26 2015-09-16 中国矿业大学 Roof crack water guiding device and method

Similar Documents

Publication Publication Date Title
CN103382850B (en) Roof crack water guiding device and method
CN206386134U (en) A kind of Underground Subway Station guarded drainage construction
CN103382851B (en) Device and method for sucking and pumping water in cracks of bottom plate
CN201650362U (en) Maintainable tunnel drainage system
CN202881958U (en) Foundation pit supporting structure with water falling function
CN201129183Y (en) Tubule subsection repeat grouting apparatus
CN105178285A (en) Method for widening grouting reinforcement and seepage and blockage prevention range of rock and soil
CN102787846A (en) Upper-blocking and lower-draining construction method for undersea tunnel fault fracture zone
CN203412623U (en) Bottom plate water drainage pump drainage device
CN103291313A (en) Arch crown pressure supporting system of excavation of earth pressure shield and construction method thereof
CN203488191U (en) Grouting system for tunnel water plugging construction
CN103572764A (en) Ultra-deep manual hole digging pile dado water stop structure and construction method thereof
CN203441498U (en) Anti-seepage structure for large-section water-bearing layer passing shaft of inclined shaft
CN203654272U (en) Lateral friction boring filling pile for isolation pile
CN103343690B (en) Construction method of shaft antiseep structure used when large section of inclined shaft passes through aquifer
CN203412624U (en) Surrounding rock drainage water guide device
CN203189032U (en) Advance support large pipe shed guide wall with pile foundation
CN206111238U (en) Prevent that tunnel from just propping up structure of seepage and drainage system thereof
CN104564105B (en) A kind of apparatus and method of two grades of sleeve pipes of seat earth grouting and reinforcing
CN204530736U (en) High pressure grouting ring-type grid type pit waterproof curtain
CN106958240A (en) Air-cushion type batch vacuum pipe well and apply its soft foundation Yield rainfall relation method
CN204646253U (en) A kind of small interval Four-Lane Road Shallow-buried Large-span Tunnel structure
CN203741851U (en) Full-ring vacuum precipitation system for quicksand tunnel
CN203530959U (en) High-strength underground diaphragm wall
CN202000365U (en) Seepage-proof structure for underground continuous wall

Legal Events

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

Granted publication date: 20140129

Termination date: 20150726

EXPY Termination of patent right or utility model