CN203685213U - Grouting fixing device of shield segment - Google Patents

Grouting fixing device of shield segment Download PDF

Info

Publication number
CN203685213U
CN203685213U CN201320887635.9U CN201320887635U CN203685213U CN 203685213 U CN203685213 U CN 203685213U CN 201320887635 U CN201320887635 U CN 201320887635U CN 203685213 U CN203685213 U CN 203685213U
Authority
CN
China
Prior art keywords
steel pipe
tunnel
shield
section
jurisdiction
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
CN201320887635.9U
Other languages
Chinese (zh)
Inventor
黎永索
禹建兵
阳军生
罗高亮
曾旺辉
杨姹
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.)
247 TEAM OF HUNAN PROVINCIAL NONFERROUS GEOLOGICAL EXPLORATION BUREAU
Central South University
Hunan City University
Original Assignee
247 TEAM OF HUNAN PROVINCIAL NONFERROUS GEOLOGICAL EXPLORATION BUREAU
Central South University
Hunan City University
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 247 TEAM OF HUNAN PROVINCIAL NONFERROUS GEOLOGICAL EXPLORATION BUREAU, Central South University, Hunan City University filed Critical 247 TEAM OF HUNAN PROVINCIAL NONFERROUS GEOLOGICAL EXPLORATION BUREAU
Priority to CN201320887635.9U priority Critical patent/CN203685213U/en
Application granted granted Critical
Publication of CN203685213U publication Critical patent/CN203685213U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Lining And Supports For Tunnels (AREA)

Abstract

Provided is a grouting fixing device of a shield segment. A pre-buried steel pipe of an inner screw is arranged on a segment installed on a shield machine; another moving steel pipe is connected with the inner screw of the pre-buried steel pipe via an outer screw arranged on the other end of the moving steel pipe and stretches from the shield segment towards an enclosing palisades; a valve is installed on one end of the moving steel pipe; and a plurality of small holes are arranged in the side wall of the other end. By being fixed in advance, the segment will not swing in a filling and grouting process, so the line type of a tunnel design and effects of the grouting are easily ensured, construction is easy to control, cost is low and benefit is high.

Description

A kind of shield duct piece slip casting fastening devices
technical field:
The utility model relates to the device of the fixing shield duct piece in construction of tunnel, specifically, in a kind of tunnel adopting Mining Method or tunnel machine to construct, utilizes shield machine air pushing to install behind section of jurisdiction, location, section of jurisdiction is refilled to a kind of device of slip casting.
background technology:
At present in construction of tunnel field, running tunnel can run into the stratum section that rock and soil properties difference is very large on the way, tunnel has one section for lithostratigraphy through interval, and other section is soil layer, the way that running tunnel construction method adopts shield tunnel method, tunnel machine construction or mining method construction to combine.Adopt tunnel machine construction or mining method construction in the rock location of tunnel process, shield machine is constructed from running tunnel one end, shield machine takes way that sky pushes away segment assembly by the rock section tunnel having connected, because shield ventral brush can not sealed tube outer void, after departing from section of jurisdiction certain distance, shield machine could carry out filling and injecting slurry to pipe outer void, after slip casting process and slip casting, section of jurisdiction swings at tunnel internal, affect the linear of tunnel, and easily cause seam crossing infiltration between pipe, bring potential safety hazard to construction and the operation in tunnel.
summary of the invention:
The purpose of this utility model is to provide the slip casting fastening devices of fixing shield machine air pushing segment assembly in a kind of tunnel after Mining Method or tunnel machine method excavation.
A kind of shield duct piece slip casting fastening devices, the embedded steel tube of internal thread is set on the section of jurisdiction of installing at shield machine air pushing, the outside nut that another root movable steel pipe arranges by one end is connected with the internal thread of embedded steel tube and outside shield duct piece, extends country rock wall, this movable steel pipe one end mounted valve, other end sidewall is provided with multiple apertures.
Movable steel pipe rotates through embedded steel tube in tunnel, and one end withstands on country rock wall, and one end is stayed in tunnel and is connected with Grouting Pipe, realizes and in tunnel, fixes section of jurisdiction.
Described aperture is circular.
The utility model utilizes shield machine air pushing that section of jurisdiction is installed in the tunnel having connected, and departs from after shield tail in section of jurisdiction, by the embedded steel tube on section of jurisdiction, this shield duct piece slip casting fastening devices is installed, and then carries out the outer filling and injecting slurry of tube wall.Adopt section of jurisdiction in the utility model filling and injecting slurry process can not swing, can guarantee the effect of the linear and slip casting of Tunnel Design, construction control is simple, and cost is low.
accompanying drawing explanation:
Fig. 1 is the utility model structural representation.
Fig. 2 is the structural representation of the utility model embodiment 1.
the specific embodiment:
For further description the utility model, by following embodiment, the utility model is described in further detail, but protection domain of the present utility model is not limited to the explanation of following embodiment.
Embodiment 1:
From Fig. 1 and Fig. 2, the embedded steel tube 1 that internal thread is set on the section of jurisdiction 2 of installing at shield machine air pushing, movable steel pipe 3 one end are provided with outside nut, and embedded steel tube 1 is connected by Inside and outside screw with movable steel pipe 3, movable steel pipe 3 one end mounted valves 4, one end sidewall is provided with multiple apertures 5.Movable steel pipe 3 rotates through embedded steel tube 1 in tunnel, and one end withstands on country rock wall 7, stays one end in tunnel and is connected with Grouting Pipe by valve 4, realizes and in tunnel, fixes section of jurisdiction 2, carries out filling and injecting slurry by valve 4 to tube wall outer void 6, and 8 is country rock.Adopt this device to fix in advance section of jurisdiction, in filling and injecting slurry process, section of jurisdiction can not swing, and easily guarantees the effect of the linear and slip casting of Tunnel Design, and construction control is simple, and cost is low.

Claims (1)

1. a shield duct piece slip casting fastening devices, it is characterized in that: the embedded steel tube that internal thread is set on the section of jurisdiction of installing at shield machine air pushing, the outside nut that another root movable steel pipe arranges by one end is connected with the internal thread of embedded steel tube and outside shield duct piece, extends country rock wall, movable steel pipe one end mounted valve, other end sidewall is provided with multiple apertures.
CN201320887635.9U 2013-12-31 2013-12-31 Grouting fixing device of shield segment Expired - Fee Related CN203685213U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320887635.9U CN203685213U (en) 2013-12-31 2013-12-31 Grouting fixing device of shield segment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320887635.9U CN203685213U (en) 2013-12-31 2013-12-31 Grouting fixing device of shield segment

Publications (1)

Publication Number Publication Date
CN203685213U true CN203685213U (en) 2014-07-02

Family

ID=51007131

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320887635.9U Expired - Fee Related CN203685213U (en) 2013-12-31 2013-12-31 Grouting fixing device of shield segment

Country Status (1)

Country Link
CN (1) CN203685213U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107575238A (en) * 2017-09-22 2018-01-12 中铁六局集团有限公司 Shield-tunneling construction super close distance grouting method and grouting device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107575238A (en) * 2017-09-22 2018-01-12 中铁六局集团有限公司 Shield-tunneling construction super close distance grouting method and grouting device

Similar Documents

Publication Publication Date Title
CN207598254U (en) A kind of shield radial direction stratum bracing means
SA518391652B1 (en) Tunnel construction method using pre-support and post-support and apparatus suitable for same
MX369043B (en) An improved method and device for making a lateral opening out of a wellbore.
CN203270527U (en) Device for preventing gas explosion after gate closing and plugging of diversion tunnel
CN105156067A (en) Coal mine underground hydraulic fracturing drill hole sealing device and method
CN203685213U (en) Grouting fixing device of shield segment
CN203394430U (en) Grouting hole packer
CN204960882U (en) Underground hydraulic fracturing drill hole sealing device of coal mine
CN201535167U (en) Drilling type aperture control device
CN203126845U (en) Expansion joint special for outer wall of vacuum magnetic levitation lane
CN206205937U (en) A kind of post-grouting device of oil storage cavern
CN204609912U (en) A kind of anchor cable constant-resistance allows pressure device
MX2016003818A (en) Method of sealing a well.
CN102587925B (en) Shielding earth pressure gage replacing device
CN203783631U (en) Flexible filling bag for opposite-pulling anchoring rod penetrating
CN203717022U (en) Mobile gas extraction device for goaf
CN203925521U (en) A kind of shield tunnel bottom stratum consolidation channels configuration
CN204941579U (en) The pre-buried orifice tube of a kind of pit shaft borehole wall grouting
CO6680657A2 (en) Methods for construction of closed trench tunnels without stopping traffic
CN204456024U (en) For the grounding apparatus of power station water-conveyance tunnel steel lining section
CN203412596U (en) Grouting device and grouting pipe for deep rock tunnel
CN202500597U (en) An apparatus for periodically performing high-pressure gas fracturing and improving air permeability and drainage effect through multiple holes
CN203114329U (en) Coal mine long-distance roadway gas discharge device
GB201312656D0 (en) System and method for controlling formation fluid particulates
CN203200730U (en) In-built water seepage pressure meter device for water-rich silty-fine sand layer

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: 20140702

Termination date: 20151231

EXPY Termination of patent right or utility model