SE543647C2 - Method for constructing extra-large variable cross section tunnel - Google Patents

Method for constructing extra-large variable cross section tunnel

Info

Publication number
SE543647C2
SE543647C2 SE1750913A SE1750913A SE543647C2 SE 543647 C2 SE543647 C2 SE 543647C2 SE 1750913 A SE1750913 A SE 1750913A SE 1750913 A SE1750913 A SE 1750913A SE 543647 C2 SE543647 C2 SE 543647C2
Authority
SE
Sweden
Prior art keywords
constructing
temporary
tunnel
excavating
primary support
Prior art date
Application number
SE1750913A
Other versions
SE1750913A1 (en
Inventor
Chunmei Wang
Haiman Guo
Jianbo Kui
Jun Hong
Junru Zhang
Lijie Chen
Qizhu Jiao
Shenglin Jiang
Shupeng Li
Wenhao Sun
Xu Xiangdong
Yanfeng Gong
Zhiwei Yan
Original Assignee
Cn Railway Siyuan Survey & Des
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
Priority claimed from CN201420797002.3U external-priority patent/CN204327118U/en
Priority claimed from CN201420795169.6U external-priority patent/CN204436406U/en
Priority claimed from CN201410776845.XA external-priority patent/CN104653197B/en
Priority claimed from CN201410777849.XA external-priority patent/CN104500100A/en
Priority claimed from CN201410777881.8A external-priority patent/CN104405411B/en
Application filed by Cn Railway Siyuan Survey & Des filed Critical Cn Railway Siyuan Survey & Des
Publication of SE1750913A1 publication Critical patent/SE1750913A1/en
Publication of SE543647C2 publication Critical patent/SE543647C2/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04Lining with building materials
    • E21D11/10Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/04Driving tunnels or galleries through loose materials; Apparatus therefor not otherwise provided for

Abstract

Disclosed is a method for constructing an extra-large variable section tunnel. The method comprises: excavating a left pilot tunnel (11) and timely constructing primary supports and temporary supports; packing large boot-shaped wall feet (13) and constructing a right pilot tunnel (12) by the same process; excavating the upper half part of the left side of a main tunnel (2) and timely constructing a first-layer primary support (23), a temporary vertical brace (91) and a temporary inverted arch; excavating the lower half part of the left side of the main tunnel (2) and timely constructing the first-layer primary support (23) and the temporary vertical brace (91 ); constructing the upper half part of the right side of the main tunnel by the same process, and excavating a middle arch part and timely constructing the first-layer primary support; constructing a second-layer primary support (24) and removing the temporary vertical braces and the temporary inverted arches of the arch part; excavating a central part and timely constructing primary support (8) of the inverted arches; removing the temporary supports (17) of the left and right lower pilot tunnels, packing an inverted arch secondary lining, and filling the bottom of the tunnel; and finally one-time packing an arch wall secondary lining (22) by means of a model board trolley. The construction method effectively reduces the safety risk of removing the temporary supports, increases the operation freedom degree and accelerates the construction schedule.
SE1750913A 2014-12-15 2015-11-11 Method for constructing extra-large variable cross section tunnel SE543647C2 (en)

Applications Claiming Priority (6)

Application Number Priority Date Filing Date Title
CN201420797002.3U CN204327118U (en) 2014-12-15 2014-12-15 Super large Varied section tunnel advanced support structure
CN201420795169.6U CN204436406U (en) 2014-12-15 2014-12-15 Super large Varied section tunnel support structure
CN201410776845.XA CN104653197B (en) 2014-12-15 2014-12-15 Method for constructing extra-large variable cross section tunnel
CN201410777849.XA CN104500100A (en) 2014-12-15 2014-12-15 Advanced support structure for oversized variable-section tunnel
CN201410777881.8A CN104405411B (en) 2014-12-15 2014-12-15 Oversized variable cross section tunnel supporting structure
PCT/CN2015/094285 WO2016095630A1 (en) 2014-12-15 2015-11-11 Method for constructing extra-large variable cross section tunnel

Publications (2)

Publication Number Publication Date
SE1750913A1 SE1750913A1 (en) 2017-07-12
SE543647C2 true SE543647C2 (en) 2021-05-18

Family

ID=56125861

Family Applications (2)

Application Number Title Priority Date Filing Date
SE1750913A SE543647C2 (en) 2014-12-15 2015-11-11 Method for constructing extra-large variable cross section tunnel
SE1750912A SE543306C2 (en) 2014-12-15 2015-11-11 Support structure for tunnel having ultra-large variable section

Family Applications After (1)

Application Number Title Priority Date Filing Date
SE1750912A SE543306C2 (en) 2014-12-15 2015-11-11 Support structure for tunnel having ultra-large variable section

Country Status (3)

Country Link
MY (2) MY198470A (en)
SE (2) SE543647C2 (en)
WO (3) WO2016095629A1 (en)

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CN110017149A (en) * 2019-05-21 2019-07-16 成都市建筑设计研究院 A kind of ledge tunneling is suitable to build underground structure and construction method
CN110230504A (en) * 2019-06-25 2019-09-13 深圳市综合交通设计研究院有限公司 A kind of soft lower hard full packet waterproof of compound stratum composite lining structure resistant to pressure and its construction method
CN110750820B (en) * 2019-09-19 2023-03-28 中国人民解放军军事科学院国防工程研究院工程防护研究所 Underground cave depot excavation support stability judging method based on energy mutation
CN111125827A (en) * 2020-02-28 2020-05-08 中国十七冶集团有限公司 Loess tunnel earthwork excavation and supporting method based on BIM technology
CN111472812A (en) * 2020-04-24 2020-07-31 重庆交通建设(集团)有限责任公司 Construction method for filling and pouring concrete into inverted arch of tunnel
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Also Published As

Publication number Publication date
MY198470A (en) 2023-08-31
SE1750913A1 (en) 2017-07-12
SE1750912A1 (en) 2017-07-12
MY198020A (en) 2023-07-26
SE543306C2 (en) 2020-11-24
WO2016095629A1 (en) 2016-06-23
WO2016095630A1 (en) 2016-06-23
WO2016095631A1 (en) 2016-06-23

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