WO2012077941A3 - Drain system of shield tunnel lining and method for constructing shield tunnel using same - Google Patents

Drain system of shield tunnel lining and method for constructing shield tunnel using same Download PDF

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Publication number
WO2012077941A3
WO2012077941A3 PCT/KR2011/009344 KR2011009344W WO2012077941A3 WO 2012077941 A3 WO2012077941 A3 WO 2012077941A3 KR 2011009344 W KR2011009344 W KR 2011009344W WO 2012077941 A3 WO2012077941 A3 WO 2012077941A3
Authority
WO
WIPO (PCT)
Prior art keywords
shield tunnel
concept
water pressure
same
water
Prior art date
Application number
PCT/KR2011/009344
Other languages
French (fr)
Korean (ko)
Other versions
WO2012077941A2 (en
Inventor
마상준
Original Assignee
한국건설기술연구원
주식회사 씨엠어
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 한국건설기술연구원, 주식회사 씨엠어 filed Critical 한국건설기술연구원
Priority to CN201180058774.4A priority Critical patent/CN103270246B/en
Publication of WO2012077941A2 publication Critical patent/WO2012077941A2/en
Publication of WO2012077941A3 publication Critical patent/WO2012077941A3/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04—Lining with building materials
    • E21D11/08—Lining with building materials with preformed concrete slabs
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH DRILLING; MINING
    • E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
    • E21F16/00—Drainage
    • E21F16/02—Drainage of tunnels

Abstract

The present invention has an object to design a concept of a drainage tunnel in which water pressure has not been considered, unlike the prior art which relates to a concept of an undrained tunnel in which water pressure has been considered. The drainage tunnel concept is designed without consideration of water pressure and thus economical effects, such as that the thickness of a segment lining may be reduced up to 20-50% and that the manufacturing costs of the segment lining and distribution costs may be reduced up to 10-30%, may be obtained. Sand or PS balls are used as filler for backfilling, removing environmental problems such as pollution of underground water or the like. In addition, water permeability and filling performance are superior so that a space can be sealed in a single filling instance with air pressure. Therefore, additional filling work is not necessary.
PCT/KR2011/009344 2010-12-07 2011-12-05 Drain system of shield tunnel lining and method for constructing shield tunnel using same WO2012077941A2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201180058774.4A CN103270246B (en) 2010-12-07 2011-12-05 Drain system of shield tunnel lining and method for constructing shield tunnel using same

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
KR10-2010-0124298 2010-12-07
KR1020100124298A KR101215903B1 (en) 2010-12-07 2010-12-07 Drainage system of shield tunnel lining and method constructing the shield tunnel therewith

Publications (2)

Publication Number Publication Date
WO2012077941A2 WO2012077941A2 (en) 2012-06-14
WO2012077941A3 true WO2012077941A3 (en) 2012-10-11

Family

ID=46207578

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/KR2011/009344 WO2012077941A2 (en) 2010-12-07 2011-12-05 Drain system of shield tunnel lining and method for constructing shield tunnel using same

Country Status (3)

Country Link
KR (1) KR101215903B1 (en)
CN (1) CN103270246B (en)
WO (1) WO2012077941A2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107229812B (en) * 2017-07-31 2020-08-28 中国水利水电第七工程局成都水电建设工程有限公司 Method for calculating water pressure of lining of high-water-pressure karst tunnel

Families Citing this family (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101384738B1 (en) * 2013-04-16 2014-04-14 이시카와지마 겐자이 고교 가부시키가이샤 Waterproofing method for precast tunnel structure
KR101596806B1 (en) * 2014-06-10 2016-02-23 주식회사경도 Groundwater pressure control means comprises a shield T tunnel structure
CN105317447A (en) * 2014-07-30 2016-02-10 安瑞隧道壁板科技开发（大连）有限公司 Flow guide channel type ductile cast iron tunnel wallboard with high strength and toughness
CN105986827B (en) * 2015-02-03 2018-02-02 中国电建集团华东勘测设计研究院有限公司 Groundwater Treatment Methodss in a kind of tunnel side and roof arch lining concrete casting process
KR101907887B1 (en) 2015-05-27 2018-10-17 한국건설기술연구원 Backfilling material injection method for shield tunnel lining of drainage type using precious slag (ps) ball
EP3746634B1 (en) * 2018-01-31 2023-05-31 Tata Steel Nederland Technology B.V. Tube segment and tube for evacuated tube transport system
CN108709534B (en) * 2018-06-27 2023-08-04 中国地质大学（武汉） Shield tunnel structure stress deformation indoor model test device and installation method thereof
CN109827494B (en) * 2019-03-12 2024-03-08 天津大学前沿技术研究院有限公司 Instrument for measuring shield tail gap of shield tunnel
CN110130905B (en) * 2019-05-10 2024-04-19 中铁第四勘察设计院集团有限公司 Shield tunnel circumferential seam shearing-resistant structure adapting to vertical fault of movable fault
CN110821515B (en) * 2019-09-30 2021-04-02 中铁隧道局集团建设有限公司 Construction method of assembled supporting structure of tunnel in high and cold area
KR102488061B1 (en) * 2020-10-19 2023-01-13 강릉건설(주) Tunnel excavation structure with backflow prevention member of backfill member
CN112855209A (en) * 2021-03-27 2021-05-28 南通铁建建设构件有限公司 High-strength anti-seepage shield segment for river-crossing tunnel
CN113153379B (en) * 2021-04-27 2024-01-09 重庆永昂实业有限公司 Tunnel waterproof and drainage system and construction process
CN113006832B (en) * 2021-05-11 2023-06-30 西京学院 Small excavation pipe piece welded type underground vacuum pipeline and construction method thereof
CN115387803B (en) * 2022-08-11 2023-09-22 华能云南滇东能源有限责任公司 Heading machine tightening shield and heading machine

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JPH08296399A (en) * 1995-04-24 1996-11-12 Kyoritsu Kagaku Sangyo Kk Embedment method for joint groove in underground pipeline
JPH0972197A (en) * 1995-09-07 1997-03-18 Shimizu Corp Shield tunnel lining method and shield tunnel lining construction
KR100936471B1 (en) * 2007-03-09 2010-01-13 한국건설기술연구원 A circular structure supported by the segment with A drainage structure and method constructing the shield tunnel
JP2010095977A (en) * 2008-10-20 2010-04-30 Ohbayashi Corp Drainage structure for underground water, and construction method for tunnel having the same

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Publication number Priority date Publication date Assignee Title
CN100516462C (en) * 2005-09-22 2009-07-22 上海交通大学 Deviation correcting pressure weight method for side rolling in double circle shield tunnel construction
CN200958396Y (en) * 2006-10-16 2007-10-10 衡水长江预应力有限公司 Composite netted waterproof layer
CN101012750B (en) * 2007-02-12 2010-05-19 上海市隧道工程轨道交通设计研究院 Combined jointing method of lining gilled tube and inner lining for shield tunnel
CN101319942B (en) * 2008-07-22 2010-07-21 西南交通大学 Hydraulic prototype test method of underwater shield tunneling structure model
CN101403645B (en) * 2008-11-12 2011-02-16 西南交通大学 Hydraulic pressure and soil pressure independently loaded shield tunneling structure prototype experiment apparatus
CN101787890B (en) * 2009-12-29 2013-05-29 上海市基础工程有限公司 Rotating control method of shield segment splicing machine

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08296399A (en) * 1995-04-24 1996-11-12 Kyoritsu Kagaku Sangyo Kk Embedment method for joint groove in underground pipeline
JPH0972197A (en) * 1995-09-07 1997-03-18 Shimizu Corp Shield tunnel lining method and shield tunnel lining construction
KR100936471B1 (en) * 2007-03-09 2010-01-13 한국건설기술연구원 A circular structure supported by the segment with A drainage structure and method constructing the shield tunnel
JP2010095977A (en) * 2008-10-20 2010-04-30 Ohbayashi Corp Drainage structure for underground water, and construction method for tunnel having the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107229812B (en) * 2017-07-31 2020-08-28 中国水利水电第七工程局成都水电建设工程有限公司 Method for calculating water pressure of lining of high-water-pressure karst tunnel

Also Published As

Publication number Publication date
CN103270246B (en) 2015-06-24
WO2012077941A2 (en) 2012-06-14
KR20120063218A (en) 2012-06-15
KR101215903B1 (en) 2012-12-27
CN103270246A (en) 2013-08-28

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