CN101654356B - Shield method tunnel synchronous grouting slurry applied to compound stratum with upper soft part and lower hard part - Google Patents

Shield method tunnel synchronous grouting slurry applied to compound stratum with upper soft part and lower hard part Download PDF

Info

Publication number
CN101654356B
CN101654356B CN2009103064841A CN200910306484A CN101654356B CN 101654356 B CN101654356 B CN 101654356B CN 2009103064841 A CN2009103064841 A CN 2009103064841A CN 200910306484 A CN200910306484 A CN 200910306484A CN 101654356 B CN101654356 B CN 101654356B
Authority
CN
China
Prior art keywords
mortar
cement
water
grouting slurry
slurry
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.)
Active
Application number
CN2009103064841A
Other languages
Chinese (zh)
Other versions
CN101654356A (en
Inventor
李林
卿三惠
陈强
辜长军
魏杰
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 No 2 Engineering Group Co Ltd
Original Assignee
China Railway Erju Co Ltd
China Railway No 2 Engineering Group Co Ltd Chengtong Branch
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 Erju Co Ltd, China Railway No 2 Engineering Group Co Ltd Chengtong Branch filed Critical China Railway Erju Co Ltd
Priority to CN2009103064841A priority Critical patent/CN101654356B/en
Publication of CN101654356A publication Critical patent/CN101654356A/en
Application granted granted Critical
Publication of CN101654356B publication Critical patent/CN101654356B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • C04B28/04—Portland cements
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/24—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing alkyl, ammonium or metal silicates; containing silica sols
    • C04B28/26—Silicates of the alkali metals
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
    • C04B2111/00724—Uses not provided for elsewhere in C04B2111/00 in mining operations, e.g. for backfilling; in making tunnels or galleries
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/70—Grouts, e.g. injection mixtures for cables for prestressed concrete
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00—Technologies for solid waste management
    • Y02W30/50—Reuse, recycling or recovery technologies
    • Y02W30/91—Use of waste materials as fillers for mortars or concrete

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Lining And Supports For Tunnels (AREA)

Abstract

The invention discloses shield method tunnel synchronous grouting slurry which belongs to the technical field of shield tunnel engineering. The shield method tunnel synchronous grouting slurry consists of mortar and water glass, wherein the weight ratio of the mortar to the water glass is 1:4, and the weigh ratio of various raw materials in the mortar of cement to sand to fly ash to swell soil to water is 1:4.8-5.71:2.93-3.31:0.25-0.27:3.13-3.30. The shield method tunnel synchronous grouting slurry has good consistency and insusceptible separation, can effectively prevent the phenomena of slurry separation and grouting pipe blockage, can timely and effectively fill a building gap between a digging surface and the periphery of a pipe piece and control the ground surface settlement within 5 to 7mm.

Description

A kind of shield tunnel simultaneous grouting slurry that is applicable to soft following hard compound stratum
Technical field
The invention discloses a kind of shield tunnel simultaneous grouting slurry, particularly a kind of shield tunnel simultaneous grouting slurry that is applicable to soft following hard compound stratum belongs to the shield tunnel project technical field.
Background technology
Along with developing rapidly of urban track traffic field, driven the application of metro shield worker law technology.Because the excavation of shield engine driving can produce disturbance to the stratum inevitably; Simultaneously owing to have structure void between excavation face and lining segment; Make the face of land along the line, tunnel produce certain sedimentation; For last soft hard compound stratum down, the sedimentation and deformation on the face of land is difficult to control more, if do not adopt an effective measure ground settlement is not controlled especially; In case take place to show sedimentation significantly, will produce very big risk.Therefore, in the shield engine driving, adopt synchronous grouting control ground settlement very important in allowed band.
At present, used simultaneous grouting slurry is divided into single slurries and two kinds in two slurries in the subterranean tunnel shielded construction.Single slurries mainly are made up of cement, flyash, sand, water etc.Two slurries are made up of A liquid and B liquid, and the mortar that A liquid is made up of cement, wilkinite, stability material and water, B liquid are water glass.Because single slurries easy construction, management are easily, thereby existing shield tunnel simultaneous grouting slurry adopts single slurries more and seldom adopts two slurries.
The typical weight proportion of each raw material is a cement in existing single slurries: flyash: sand: water=1: 3.6: 2: 0.2: 2.43; These list slurries are longer time of coagulation, can not fixed timely and effectively section of jurisdiction, fill structure void, after the shield tail is hauled out in the section of jurisdiction; Can not effectively control ground settlement; Ground settlement is at 10～15mm, and cement and bentonite content are higher, and cost is higher.
The typical percentage volume of each raw material is in existing two slurries: cement 21.23%, wilkinite 2.5%, stability material 0.34%, water 67.73%, water glass 8.2%.Though this pair slurries early strength is higher, the flowability better; But in construction process, be easy to generate slurries segregation, plugging phenomenon, directly influence coagulation result and the construction speed of slurries in the stratum, not only delayed the engineering time; Also because of the discharging of discarded slurries, newly mixing etc. has increased construction cost.And this proportioning simultaneous grouting slurry is used for the soft shielded construction of hard compound stratum down, and the ground settlement scope is at 10～15mm, and ground settlement is bigger, admittedly be inappropriate for the soft shielded construction of hard compound stratum down.
Summary of the invention
The object of the present invention is to provide a kind of soft shield tunnel simultaneous grouting slurry of hard compound stratum down that is applicable to; To guarantee that the slurries presetting period adapts to shield driving construction and remote requirement of carrying; Reduce plugging and slurries segregation; Can fill structure void timely and effectively, reduce ground settlement.
In order to realize the foregoing invention purpose, the inventor provides following technical scheme through TE:
A kind of shield tunnel simultaneous grouting slurry that is applicable to soft following hard compound stratum; Form by mortar and water glass; Said mortar is made up of cement, sand, flyash, wilkinite and water; It is characterized in that: the weight ratio of said mortar and water glass is: water glass: mortar=1: 4, the weight ratio of each raw material is in the said mortar: cement: sand: flyash: wilkinite: water=1: 4.8～5.71: 2.93～3.31: 0.20～0.27: 3.13～3.30.Said slurry consistency is 120mm, can suitably adjust according to on-the-spot water-containing rate during actual the use.
Cement: sand: flyash: wilkinite: water=1: 4.8: 2.93: 0.25: 3.24.
Said cement can be ordinary Portland cement or composite Portland cement.
Shield tunnel simultaneous grouting slurry of the present invention is made up of mortar and water glass; With sand, flyash and cement is the slurry consolidation strength materials, and cement also be hydraulic cementing materials simultaneously, in order to adjusting slurries time of coagulation; Wilkinite is in order to increase the cementability of slurries; Slow down the separation of slurry material, water glass is the soluble alkali metal silicate that is formed by alkalimetal oxide and silica bound, and its staple is Na 2SiO 3,, work to regulate setting time as solidifying agent.
Compared with prior art, the present invention has following beneficial effect: the synchronous slurries of shield tunnel of the present invention, its proportioning confirms that through TE is final slurry consistency is good, is difficult for segregation, can effectively prevent the phenomenon of slurries segregation, obstruction Grouting Pipe.Slurry fluidity is good, can fill the peripheral structure void in excavation face and section of jurisdiction timely and effectively, can solidify at short notice, early reaches original soil intensity, makes it play the control ground settlement, constraint section of jurisdiction displacement, the formation first road water-stop curtain.Adopt slurries of the present invention to be used for the soft construction of hard compound stratum down, ground settlement is controlled in 5～7mm.
Embodiment
Below in conjunction with embodiment the present invention is made further detailed description.But should this be interpreted as that the scope of the above-mentioned theme of the present invention only limits to following embodiment, allly all belong to scope of the present invention based on the technology that content of the present invention realized.The simultaneous grouting slurry that the following example is cited; Form by mortar and water glass; Wherein the part by weight of mortar and water glass is: water glass: mortar=1: 4; Said mortar is made up of cement, sand, flyash, wilkinite and water, and slurry consistency is 120mm, can suitably adjust according to on-the-spot water-containing rate during actual the use.
Embodiment 1
In the slurries that present embodiment is enumerated, the consumption of each raw material is (a unit: kg/m in the mortar 3) be: cement 150, sand 720, flyash 440, wilkinite 37, water 470.
The slurries of this proportioning are used for Guangzhou metro section constructing tunnel; This construction segment mileage scope left side line is ZDK22+392.964～ZDK22+856.392; Left side line total length 474.928m, right line is YDK22+202.194～YDK22+856.392, length is 654.473m; Two line length overall 1129.401m, distance between centers of tracks is 5.0～23.4m.This section geology is mainly silty clay stratum, plastic shape residual soil, little waste mantle.In shield driving; Through the force feed effect of grouting pump, slurry filling is gone among the section of jurisdiction ring external series gap of shield tail, reach filling section of jurisdiction ring outer void, fixedly position, section of jurisdiction, minimizing land subsidence, serve as the purpose of encircling the outer first road water-proof wire; And guarantee the stability in early stage and later stage of pipe-plate lining; Reduced the distortion on ground when the shield structure advances effectively, the ground settlement of this section constructing tunnel is controlled in the 5mm, has protected surrounding enviroment effectively.
Embodiment 2
In the slurries that present embodiment is enumerated, the consumption of each raw material is (a unit: kg/m in the mortar 3) be: cement 147, sand 840, flyash 486, wilkinite 40, water 486.
The slurries of this proportioning are used for Guangzhou metro section constructing tunnel, the right line YDK27+088.00～YDK28+169.127 of this construction segment mileage scope, long 1081.127m; Left side line ZDK27+088～ZDK28+169.936, long 1078.090m, two line length overall 2159.217m.When the shield structure tunnels in this interval, do not having the soil cave location of dissolving, using this simultaneous grouting slurry proportioning, ground settlement all is controlled in the 7mm.

Claims (3)

1. one kind is applicable to the soft shield tunnel simultaneous grouting slurry of hard compound stratum down; Form by mortar and water glass; Said mortar is made up of cement, sand, flyash, wilkinite and water; It is characterized in that: the weight ratio of said mortar and water glass is: water glass: mortar=1:4, the weight ratio of each raw material is in the said mortar: cement: sand: flyash: wilkinite: water=1:4.8～5.71:2.93～3.31:0.20～0.27:3.13～3.30, slurry consistency are 120mm.
2. the shield tunnel simultaneous grouting slurry that is applicable to soft following hard compound stratum according to claim 1, it is characterized in that: the weight ratio of each raw material is in the said mortar: cement: sand: flyash: wilkinite: water=1:4.8:2.93:0.25:3.24.
3. the shield tunnel simultaneous grouting slurry that is applicable to soft following hard compound stratum according to claim 1 and 2, it is characterized in that: said cement is ordinary Portland cement or composite Portland cement.
CN2009103064841A 2009-09-02 2009-09-02 Shield method tunnel synchronous grouting slurry applied to compound stratum with upper soft part and lower hard part Active CN101654356B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2009103064841A CN101654356B (en) 2009-09-02 2009-09-02 Shield method tunnel synchronous grouting slurry applied to compound stratum with upper soft part and lower hard part

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2009103064841A CN101654356B (en) 2009-09-02 2009-09-02 Shield method tunnel synchronous grouting slurry applied to compound stratum with upper soft part and lower hard part

Publications (2)

Publication Number Publication Date
CN101654356A CN101654356A (en) 2010-02-24
CN101654356B true CN101654356B (en) 2012-07-04

Family

ID=41708846

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2009103064841A Active CN101654356B (en) 2009-09-02 2009-09-02 Shield method tunnel synchronous grouting slurry applied to compound stratum with upper soft part and lower hard part

Country Status (1)

Country Link
CN (1) CN101654356B (en)

Families Citing this family (24)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101935198B (en) * 2010-09-12 2012-08-29 上海城建市政工程（集团）有限公司 Environment-friendly shield construction single-liquid synchronous grouting slurry
CN102250597B (en) * 2011-06-24 2013-05-08 中国石油天然气集团公司 Grouting slurry for unconsolidated strata
CN102617108A (en) * 2012-04-17 2012-08-01 中铁十二局集团第三工程有限公司 High-performance grouting slurry for karst subgrade of high-speed railway
CN102718441A (en) * 2012-04-28 2012-10-10 中铁二局股份有限公司 Slurry used in shield construction synchronous grouting and method for preparing same
CN103397845B (en) * 2013-07-24 2015-08-26 国家电网公司 A kind of method being controlled the sedimentation that push pipe passing through building causes by grout replacement
CN104775824B (en) * 2015-04-30 2017-01-04 中铁工程装备集团有限公司 A kind of slurry shield main frame that can be used for upper-soft lower-hard ground
CN105130349B (en) * 2015-07-15 2017-06-23 东南大学 A kind of base pit engineering water-stop curtain material based on industrial residue
CN105019913A (en) * 2015-08-03 2015-11-04 中铁六局集团有限公司 Base rock uplift region shielding tool-changing in-situ reinforcement method
CN105837118B (en) * 2016-04-05 2018-06-26 中建三局集团有限公司 A kind of environment-friendly type self-repairing flexible closes water-stop curtain and preparation method thereof
CN107129221A (en) * 2017-06-26 2017-09-05 中铁四局集团第工程有限公司 A kind of slurries suitable for low strength stratum shield duct piece grouting behind shaft or drift lining
CN107459324B (en) * 2017-08-11 2019-09-24 山东大学 A kind of shield anti-stratum settlement shell packing material and preparation method thereof
CN107986711A (en) * 2017-12-13 2018-05-04 中国水利水电第十工程局有限公司 A kind of injection slurry applied to duct pieces of shield tunnel anti-floating and preparation method thereof
CN108442932A (en) * 2018-02-27 2018-08-24 北京交通大学 One kind being suitable for large diameter shield tunnel simultaneous grouting slurry
CN109534768A (en) * 2018-11-29 2019-03-29 中铁隧道集团二处有限公司 Inert slurry for Seepage water between concrete tube coupling
CN109626941A (en) * 2018-11-29 2019-04-16 中铁隧道集团二处有限公司 Inert slurry for Seepage water between concrete tube coupling
CN109626942A (en) * 2018-12-14 2019-04-16 沈阳建筑大学 The magnetorheological intelligent shield grouting material of one kind, preparation method and applications
CN109809771A (en) * 2019-03-26 2019-05-28 江苏蓝圈新材料股份有限公司 A kind of shield synchronization slip casting
CN110985001A (en) * 2019-11-05 2020-04-10 渝黔铁路有限责任公司 Advanced curtain grouting construction method suitable for high-pressure water-rich karst tunnel
CN110818334A (en) * 2019-12-10 2020-02-21 中铁十四局集团隧道工程有限公司 Slurry for shield grouting and preparation method thereof
CN111170711A (en) * 2020-01-07 2020-05-19 河海大学 Set-time-controllable grouting slurry for wall back grouting, grouting process and grouting device
CN111393128A (en) * 2020-04-02 2020-07-10 上海隧道工程有限公司 Double-liquid type shield synchronous grouting liquid and preparation method thereof
CN112727503A (en) * 2021-02-02 2021-04-30 中建八局轨道交通建设有限公司 Shield construction slurry applicable to water-rich stratum
CN113402219A (en) * 2021-08-19 2021-09-17 天津智城工程技术有限公司 Slurry mixed slurry and preparation method thereof
CN114380569A (en) * 2022-01-24 2022-04-22 中铁第一勘察设计院集团有限公司 Grouting slurry and grouting method for soft rock tunnel

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101255799A (en) * 2008-04-18 2008-09-03 上海市第二市政工程有限公司 Tunnel inner micro-destabilization slip-casting technique

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101255799A (en) * 2008-04-18 2008-09-03 上海市第二市政工程有限公司 Tunnel inner micro-destabilization slip-casting technique

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
JP特开2007-77392A 2007.03.29
王玉辉 等.土压平衡盾构同步注浆浆液的研究.《市政技术》.2005,第23卷139-142. *

Also Published As

Publication number Publication date
CN101654356A (en) 2010-02-24

Similar Documents

Publication Publication Date Title
CN101654356B (en) Shield method tunnel synchronous grouting slurry applied to compound stratum with upper soft part and lower hard part
CN104806257A (en) Sandy gravel stratum shield construction cap-type ground advance reinforcement structure and sandy gravel stratum shield construction cap-type ground advance reinforcement method
CN109384439B (en) High-strength quick-hardening type sprayed concrete and soft rock tunnel surrounding rock sealing and reinforcing method
CN104612134A (en) Cast-in place pile post-grouting construction method for pouring construction
CN102101788B (en) Red mud-based fluid swelling filling material
CN102155012A (en) Foundation reinforcing construction method employing powder high-pressure injection grouting
CN105781575B (en) Water-rich stratum pipe piece combined structure and construction method thereof
CN102101790B (en) Tailing-based fluid swelling filling material
CN105712738A (en) High water filling material for filling of waste pipeline
CN105924124A (en) Soil stabilizer for reinforcing roadbed base
CN103396065A (en) Synchronous grouting grout for shield construction control and grouting method thereof
CN100448790C (en) Constructional material curing agent and its application in constructional material
KR101279627B1 (en) Method for constructing retaining wall
CN109537603A (en) A kind of novel backfill reinforcement means
CN102030508B (en) Muddy soil cement grout applied to vertical shaft part of pedestrian underpass in saturated soft clay region
CN111908853A (en) Self-compacting soil, preparation method thereof and construction method for backfilling municipal cavity
CN107082607A (en) A kind of road ecological revetment brick and preparation method thereof
CN106939165A (en) A kind of soil body curing agent and its preparation method and its gunnite method
CN112794682A (en) Premixed fluid solidified soil doped with high-silicon type iron tailings and preparation method thereof
CN101328054A (en) Novel slight expansion high strength internodal grouting material for high-strength drilling shaft lining
CN103896539A (en) Prefabticated silicon-aluminum-based environment-friendly cement concrete two-way hole hollow template and manufacturing method thereof
CN103387370B (en) Fine sand type ice-rich soil grouting material
CN114804767A (en) Premixed flow state filling material of weatherable rock aggregate
CN103058600B (en) Cement fly-ash recycled aggregate pile and pile-forming method thereof
CN103449784B (en) Be applicable to the cement-based waterproof anticracking material of swelled ground area railway cutting bedding

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20160104

Address after: Jinniu District Kam Tong Road Chengdu city Sichuan province 610031 No. 16

Patentee after: CHINA RAILWAY NO.2 BUREAU ENGINEERING CO., LTD.

Address before: 610041 high building, No. nine Hing Road, Chengdu hi tech Development Zone, Sichuan, 6

Patentee before: China Railway Erju Co., Ltd.

Patentee before: Chengtong Company of China Railway Erju Co., Ltd.

CP01 Change in the name or title of a patent holder
CP01 Change in the name or title of a patent holder

Address after: No. 16, Jinniu District Road, Jinniu District Road, Chengdu, Sichuan

Patentee after: China Railway No. 2 Engineering Group Co., Ltd.

Address before: No. 16, Jinniu District Road, Jinniu District Road, Chengdu, Sichuan

Patentee before: CHINA RAILWAY NO.2 BUREAU ENGINEERING CO., LTD.