[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

CN201763349U - Double-liquid grouting device - Google Patents

Double-liquid grouting device Download PDF

Info

Publication number
CN201763349U
CN201763349U CN2010205321326U CN201020532132U CN201763349U CN 201763349 U CN201763349 U CN 201763349U CN 2010205321326 U CN2010205321326 U CN 2010205321326U CN 201020532132 U CN201020532132 U CN 201020532132U CN 201763349 U CN201763349 U CN 201763349U
Authority
CN
China
Prior art keywords
slurry
mortar
pipe
outlet pipe
valve
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
CN2010205321326U
Other languages
Chinese (zh)
Inventor
张斌
张志国
蔡培俭
侯希承
许爱军
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.)
China Railway 19th Bureau Group Co Ltd
Rail Transit Engineering Co Ltd of China Railway 19th Bureau Group Co Ltd
Mining Co of China Railway 19th Bureau Group Co Ltd
First Engineering Co Ltd of China Railway 19th Bureau Group Co Ltd
Original Assignee
China Railway 19th Bureau Group Co Ltd
Rail Transit Engineering Co Ltd of China Railway 19th Bureau Group Co Ltd
Mining Co of China Railway 19th Bureau Group Co Ltd
First Engineering Co Ltd of China Railway 19th Bureau Group Co Ltd
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 China Railway 19th Bureau Group Co Ltd, Rail Transit Engineering Co Ltd of China Railway 19th Bureau Group Co Ltd, Mining Co of China Railway 19th Bureau Group Co Ltd, First Engineering Co Ltd of China Railway 19th Bureau Group Co Ltd filed Critical China Railway 19th Bureau Group Co Ltd
Priority to CN2010205321326U priority Critical patent/CN201763349U/en
Application granted granted Critical
Publication of CN201763349U publication Critical patent/CN201763349U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

The utility model discloses a biliquid slip casting device has solved current slip casting device and has had the insufficient problem of mixing two kinds of slip casting liquid. The mortar mixing device comprises an A mortar storage barrel (1), a B mortar storage barrel (2) and a double-liquid grouting pump (7), wherein an A mortar outlet pipe (8) of the double-liquid grouting pump (7) is communicated with one input port of a tee joint (14), a B mortar outlet pipe (9) of the double-liquid grouting pump (7) is communicated with the other input port of the tee joint (14), an output port of the tee joint (14) is communicated with a mixed grouting pipe (16) through a mixing valve (15), an A mortar return valve (10) is arranged on the A mortar outlet pipe (8), an A mortar return pipe (12) is arranged between the A mortar return valve (10) and the B mortar storage barrel (2), a B mortar return valve (11) is arranged on the B mortar outlet pipe (9), and a B mortar return pipe (13) is arranged between the B mortar return valve (11) and the A mortar storage barrel (1). The adjustment of the slurry gelling time is realized, and the calculus rate of the stratum after grouting is high.

Description

The two fluid grouting device
Technical field
The utility model relates to the two fluid grouting device that uses in the civil engineering of a kind of tunnel.
Background technology
Slip casting is to use pressure that coagulable slurries are injected the stratum, solidifies solid body or the slurries adhesive bond that forms with formation cementation by slurries, thereby reaches the purpose of reinforcing geology stability.Existing grouting device exists two kinds of injection slurry undercompoundings, and incorporation time is short, has had influence on the problem of mixed intensity.
Summary of the invention
The utility model a kind of two fluid grouting device solves is provided existing grouting device exist two kinds of injection slurry undercompoundings, incorporation time is short, has had influence on the technical problem of mixing back intensity.
The utility model overcomes the above problems by following scheme:
A kind of two fluid grouting device, comprise A slurry pulp storing barrel, B slurry pulp storing barrel and two fluid grouting pump, between A slurry pulp storing barrel and two fluid grouting pump, be provided with A slurry inlet pipe, A slurry inlet pipe is provided with A slurry slurry-inlet valve, between A slurry pulp storing barrel and two fluid grouting pump, be provided with B slurry inlet pipe in addition, B slurry inlet pipe is provided with B slurry slurry-inlet valve, the A slurry outlet pipe of two fluid grouting pump is communicated with an input port of threeway, the B slurry outlet pipe of two fluid grouting pump is communicated with another input port of threeway, the delivery outlet of threeway by mixing valve with mix Grouting Pipe and be connected together, described A slurry outlet pipe is provided with A slurry slurry traversing valve, between A slurry slurry traversing valve and B slurry pulp storing barrel, be provided with A slurry return pipe, described B slurry outlet pipe is provided with B slurry slurry traversing valve, is provided with B slurry return pipe between B slurry slurry traversing valve and A slurry pulp storing barrel.
Be provided with pressure meter and flowmeter respectively on the described A slurry outlet pipe and on the B slurry outlet pipe.
The utility model is adjusted the slurries gelling time easily, can be transferred to dozens of minutes from several seconds, and water blockoff is had positive effect, the calculus rate height on stratum after the slip casting, solid body intensity height.
Description of drawings
Fig. 1 is a structural representation of the present utility model
Specific embodiment
A kind of two fluid grouting device, comprise A slurry pulp storing barrel 1, B slurry pulp storing barrel 2 and two fluid grouting pump 7, between A slurry pulp storing barrel 1 and two fluid grouting pump 7, be provided with A slurry inlet pipe 3, A slurry inlet pipe 3 is provided with A slurry slurry-inlet valve 5, between A slurry pulp storing barrel 1 and two fluid grouting pump 7, be provided with B slurry inlet pipe 4 in addition, B slurry inlet pipe 4 is provided with B slurry slurry-inlet valve 6, the A slurry outlet pipe 8 of two fluid grouting pump 7 is communicated with an input port of threeway 14, the B slurry outlet pipe 9 of two fluid grouting pump 7 is communicated with another input port of threeway 14, the delivery outlet of threeway 14 by mixing valve 15 with mix Grouting Pipe 16 and be connected together, described A slurry outlet pipe 8 is provided with A slurry slurry traversing valve 10, between A slurry slurry traversing valve 10 and B slurry pulp storing barrel 2, be provided with A slurry return pipe 12, described B slurry outlet pipe 9 is provided with B slurry slurry traversing valve 11, is provided with B slurry return pipe 13 between B slurry slurry traversing valve 11 and A slurry pulp storing barrel 1.
Be provided with pressure meter 17 and flowmeter 18 respectively on the described A slurry outlet pipe 8 and on the B slurry outlet pipe 9.
Grouting Pipe connects whether the first packer permeability test pipeline in good back is unimpeded, and the pressure of packer permeability test is in design final pressure, and the time is not less than 5 minutes.Start grouting pump during slip casting, by gate valve cement paste is mixed with the water glass slurries in Grouting Pipe, the ductule that reinjects is pressed into the stratum.Grouting sequence is: from the bottom to top, from the inside to the outside, every the method for hole slip casting.To note the variation of grouting pressure and flow during slip casting, unusual timely processing takes place.To often observe work plane and mouth of pipe situation, find that spillage and string slurry will in time carry out shutoff and handle.Two fluid grouting was every 5 minutes or carry out will measuring the slurries gel time in the aperture when slurries match ratio changes, and in time adjusted.

Claims (2)

1. two fluid grouting device, comprise A slurry pulp storing barrel (1), B slurry pulp storing barrel (2) and two fluid grouting pump (7), it is characterized in that, between A slurry pulp storing barrel (1) and two fluid grouting pump (7), be provided with A slurry inlet pipe (3), A slurry inlet pipe (3) is provided with A slurry slurry-inlet valve (5), between A slurry pulp storing barrel (1) and two fluid grouting pump (7), be provided with B slurry inlet pipe (4) in addition, B slurry inlet pipe (4) is provided with B slurry slurry-inlet valve (6), the A slurry outlet pipe (8) of two fluid grouting pump (7) is communicated with an input port of threeway (14), the B slurry outlet pipe (9) of two fluid grouting pump (7) is communicated with another input port of threeway (14), the delivery outlet of threeway (14) by mixing valve (15) with mix Grouting Pipe (16) and be connected together, described A slurry outlet pipe (8) is provided with A slurry slurry traversing valve (10), between A slurry slurry traversing valve (10) and B slurry pulp storing barrel (2), be provided with A slurry return pipe (12), described B slurry outlet pipe (9) is provided with B slurry slurry traversing valve (11), is provided with B slurry return pipe (13) between B slurry slurry traversing valve (11) and A slurry pulp storing barrel (1).
2. a kind of two fluid grouting device according to claim 1 is characterized in that, upward and on the B slurry outlet pipe (9) is provided with pressure meter (17) and flowmeter (18) respectively at described A slurry outlet pipe (8).
CN2010205321326U 2010-09-17 2010-09-17 Double-liquid grouting device Expired - Fee Related CN201763349U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010205321326U CN201763349U (en) 2010-09-17 2010-09-17 Double-liquid grouting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010205321326U CN201763349U (en) 2010-09-17 2010-09-17 Double-liquid grouting device

Publications (1)

Publication Number Publication Date
CN201763349U true CN201763349U (en) 2011-03-16

Family

ID=43715958

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010205321326U Expired - Fee Related CN201763349U (en) 2010-09-17 2010-09-17 Double-liquid grouting device

Country Status (1)

Country Link
CN (1) CN201763349U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103982198A (en) * 2014-04-24 2014-08-13 中铁四局集团第二工程有限公司 Shield double-fluid grouting joint
CN104653199A (en) * 2015-01-13 2015-05-27 山东大学 Multifunctional informatization grouting device and relevant grouting method thereof
CN106979020A (en) * 2017-05-03 2017-07-25 山东大学 It is a kind of to realize porous while applying group hole slip casting sleeve pipe, device and its construction method of note
CN108360525A (en) * 2018-03-05 2018-08-03 北京市政建设集团有限责任公司 A kind of per-fore pouring liquid with small pipe construction technology and equipment
CN116514508A (en) * 2023-04-14 2023-08-01 长沙矿山研究院有限责任公司 Ultra-high water double-slurry grouting material and grouting process and equipment

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103982198A (en) * 2014-04-24 2014-08-13 中铁四局集团第二工程有限公司 Shield double-fluid grouting joint
CN104653199A (en) * 2015-01-13 2015-05-27 山东大学 Multifunctional informatization grouting device and relevant grouting method thereof
CN106979020A (en) * 2017-05-03 2017-07-25 山东大学 It is a kind of to realize porous while applying group hole slip casting sleeve pipe, device and its construction method of note
CN108360525A (en) * 2018-03-05 2018-08-03 北京市政建设集团有限责任公司 A kind of per-fore pouring liquid with small pipe construction technology and equipment
CN116514508A (en) * 2023-04-14 2023-08-01 长沙矿山研究院有限责任公司 Ultra-high water double-slurry grouting material and grouting process and equipment
CN116514508B (en) * 2023-04-14 2024-05-28 长沙矿山研究院有限责任公司 Ultra-high water double-slurry grouting material and grouting process and equipment

Similar Documents

Publication Publication Date Title
CN201763349U (en) Double-liquid grouting device
CN103257219B (en) Novel pouring device for model test and application method
CN207484462U (en) A kind of cement-water glass double grouting device
CN109469122A (en) Grouting device and its grouting method in cylinder after the test of self-balancing load box dead-load detection
CN101949273B (en) Method for plugging spring opening in drilling
CN204571919U (en) Drilling and hole sealing device for coal mine downward coal bed gas pressure measurement
CN205135930U (en) Hand formula biliquid grouting pump
CN100497845C (en) Mixed grouting device for blocking high-pressure groundwater and mixing method grouting process therefor
CN202644408U (en) Prestress grouting trolley
CN201801805U (en) Combined double-liquid mixing and grouting device
CN201915642U (en) Double-component self-mixing grouting machine
CN207392205U (en) Pile foundation post-grouting device
CN106837378B (en) Exempt from wall for grouting segmentation cleaning bottom of hole retrusive controlling grouting equipment
CN200964633Y (en) Hybrid grouting device for plugging high pressure underground water
CN203130098U (en) Measuring system for grouting reinforcement process
CN103114601B (en) The rapid hardening high pressure jet grouting of strong absorbent formation cuts infiltration method and device thereof
CN201495538U (en) Grouting complete equipment for foundation treatment
CN204283445U (en) A kind of secondary grouting system for shield-tunneling construction
CN214886975U (en) Double-liquid and single-liquid fractional intermittent grouting karst cave treatment system equipment
CN204591209U (en) Many seam volume fracturing diverting agent adding sets in a kind of Oil/gas Well multistage section
CN204186364U (en) A kind of Fractured low permeability oil field skid-mounted type transfer drive device
CN103243718B (en) The implementation method of the integrated supply system of a kind of efficient environment-friendlycement cement slurry
CN201865621U (en) Gas pressure type hole packer
CN210598916U (en) A material adds device for shutoff rock aquifer crack
CN203310828U (en) Novel injection device used for model test

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
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20110316

Termination date: 20180917