CN103334770A - Construction method of superhigh water pressure water-affluent crushed zones of long-large counter-slope tunnels - Google Patents
Construction method of superhigh water pressure water-affluent crushed zones of long-large counter-slope tunnels Download PDFInfo
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- CN103334770A CN103334770A CN2013102300398A CN201310230039A CN103334770A CN 103334770 A CN103334770 A CN 103334770A CN 2013102300398 A CN2013102300398 A CN 2013102300398A CN 201310230039 A CN201310230039 A CN 201310230039A CN 103334770 A CN103334770 A CN 103334770A
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CN201310230039.8A CN103334770B (en) | 2013-06-09 | 2013-06-09 | One is grown up reverse-slope tunnel ultra high water pressure rich water zone of fracture construction method |
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Cited By (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103628916A (en) * | 2013-11-28 | 2014-03-12 | 中铁十三局集团有限公司 | Excavation construction method of high-pressure water gushing tunnel |
CN103742191A (en) * | 2014-01-24 | 2014-04-23 | 中铁第一勘察设计院集团有限公司 | Water-rich tunnel pilot long-distance large-diameter precipitation channel and construction method thereof |
CN103982201A (en) * | 2014-05-22 | 2014-08-13 | 北京中铁瑞威工程检测有限责任公司 | Advanced detection, grouting reinforcement and excavation method of wide separation fracture of high-pressure water-rich tunnel |
CN105781614A (en) * | 2016-04-29 | 2016-07-20 | 广东华路交通科技有限公司 | Novel visual operation highway tunnel side wall foot drainage system |
CN106224001A (en) * | 2016-09-21 | 2016-12-14 | 中国水利水电第十四工程局有限公司 | Special protection device and preparation method is encircleed at the bottom of a kind of big cross section circular tunnel flow-passing surface |
CN106436727A (en) * | 2016-09-27 | 2017-02-22 | 中铁五局集团有限公司 | Extreme geological tunnel portal construction method |
CN107060821A (en) * | 2017-03-24 | 2017-08-18 | 中铁十六局集团第五工程有限公司 | A kind of many lithology method for protecting support of face |
CN108590715A (en) * | 2018-03-22 | 2018-09-28 | 重庆建工第七建筑工程有限责任公司 | A kind of reserved laccolite tunneling boring radial grouting construction method in prominent water burst tunnel of tunneling |
CN108678753A (en) * | 2018-03-29 | 2018-10-19 | 中交路桥北方工程有限公司 | Reverse-slope tunnel construction method |
CN109184742A (en) * | 2018-09-19 | 2019-01-11 | 中国水利水电第四工程局有限公司 | A kind of front pre-grouting method of high-pressure water-enriched weak surrounding rock mountain tunnel |
CN109519220A (en) * | 2018-10-29 | 2019-03-26 | 中铁十二局集团有限公司 | Karst area diversion tunnel is crushed rich water section grouting treatment method |
CN110080784A (en) * | 2019-05-14 | 2019-08-02 | 福建工程学院 | A kind of tunnel excavation and reinforcement means passing through rich water arenaceous stratum |
CN110905556A (en) * | 2019-12-20 | 2020-03-24 | 山东科技大学 | Novel efficient mixing alternating type double-hole sectional grouting method |
CN112174572A (en) * | 2020-08-14 | 2021-01-05 | 中铁十六局集团铁运工程有限公司 | Composite material for adsorbing gas overflowing from tunnel face and construction method thereof |
CN112796769A (en) * | 2020-12-24 | 2021-05-14 | 中铁十八局集团第五工程有限公司 | Construction method of water-rich weak surrounding rock stratum tunnel |
CN113153364A (en) * | 2021-03-16 | 2021-07-23 | 中铁四局集团第五工程有限公司 | Water burst treatment method suitable for inclined well under steep water-rich rock stratum |
CN113217036A (en) * | 2021-06-23 | 2021-08-06 | 中交路桥华东工程有限公司 | Post-grouting construction method for tunnel structure at water burst section of fault fracture zone |
CN114294017A (en) * | 2021-12-30 | 2022-04-08 | 中铁二十一局集团第五工程有限公司 | Curtain grouting orifice pipe orientation method easy and convenient to operate |
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CN101761346A (en) * | 2009-12-30 | 2010-06-30 | 中铁十二局集团第二工程有限公司 | Method for constructing metamorphic rock confined water tunnel |
JP4618740B2 (en) * | 2007-11-30 | 2011-01-26 | ケイコン株式会社 | Tunnel structure consisting of a roadway for monitoring roads and a drainage channel for roadway tunnels |
CN102278130A (en) * | 2011-09-05 | 2011-12-14 | 中铁隧道集团有限公司 | Process method for reinforcing and grouting of high-pressure water-rich solution cavity of tunnel |
CN102787846A (en) * | 2012-07-31 | 2012-11-21 | 中铁隧道集团有限公司 | Upper-blocking and lower-draining construction method for undersea tunnel fault fracture zone |
JP5163424B2 (en) * | 2008-10-23 | 2013-03-13 | 株式会社大林組 | Groundwater drainage structure and tunnel construction method having the drainage structure |
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2013
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Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
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JP4618740B2 (en) * | 2007-11-30 | 2011-01-26 | ケイコン株式会社 | Tunnel structure consisting of a roadway for monitoring roads and a drainage channel for roadway tunnels |
JP5163424B2 (en) * | 2008-10-23 | 2013-03-13 | 株式会社大林組 | Groundwater drainage structure and tunnel construction method having the drainage structure |
CN101761346A (en) * | 2009-12-30 | 2010-06-30 | 中铁十二局集团第二工程有限公司 | Method for constructing metamorphic rock confined water tunnel |
CN102278130A (en) * | 2011-09-05 | 2011-12-14 | 中铁隧道集团有限公司 | Process method for reinforcing and grouting of high-pressure water-rich solution cavity of tunnel |
CN102787846A (en) * | 2012-07-31 | 2012-11-21 | 中铁隧道集团有限公司 | Upper-blocking and lower-draining construction method for undersea tunnel fault fracture zone |
Cited By (23)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103628916A (en) * | 2013-11-28 | 2014-03-12 | 中铁十三局集团有限公司 | Excavation construction method of high-pressure water gushing tunnel |
CN103742191A (en) * | 2014-01-24 | 2014-04-23 | 中铁第一勘察设计院集团有限公司 | Water-rich tunnel pilot long-distance large-diameter precipitation channel and construction method thereof |
CN103982201A (en) * | 2014-05-22 | 2014-08-13 | 北京中铁瑞威工程检测有限责任公司 | Advanced detection, grouting reinforcement and excavation method of wide separation fracture of high-pressure water-rich tunnel |
CN105781614A (en) * | 2016-04-29 | 2016-07-20 | 广东华路交通科技有限公司 | Novel visual operation highway tunnel side wall foot drainage system |
CN106224001A (en) * | 2016-09-21 | 2016-12-14 | 中国水利水电第十四工程局有限公司 | Special protection device and preparation method is encircleed at the bottom of a kind of big cross section circular tunnel flow-passing surface |
CN106436727A (en) * | 2016-09-27 | 2017-02-22 | 中铁五局集团有限公司 | Extreme geological tunnel portal construction method |
CN107060821A (en) * | 2017-03-24 | 2017-08-18 | 中铁十六局集团第五工程有限公司 | A kind of many lithology method for protecting support of face |
CN108590715A (en) * | 2018-03-22 | 2018-09-28 | 重庆建工第七建筑工程有限责任公司 | A kind of reserved laccolite tunneling boring radial grouting construction method in prominent water burst tunnel of tunneling |
CN108678753B (en) * | 2018-03-29 | 2019-11-08 | 中交路桥北方工程有限公司 | Reverse-slope tunnel construction method |
CN108678753A (en) * | 2018-03-29 | 2018-10-19 | 中交路桥北方工程有限公司 | Reverse-slope tunnel construction method |
CN109184742A (en) * | 2018-09-19 | 2019-01-11 | 中国水利水电第四工程局有限公司 | A kind of front pre-grouting method of high-pressure water-enriched weak surrounding rock mountain tunnel |
CN109519220A (en) * | 2018-10-29 | 2019-03-26 | 中铁十二局集团有限公司 | Karst area diversion tunnel is crushed rich water section grouting treatment method |
CN110080784A (en) * | 2019-05-14 | 2019-08-02 | 福建工程学院 | A kind of tunnel excavation and reinforcement means passing through rich water arenaceous stratum |
CN110080784B (en) * | 2019-05-14 | 2021-03-30 | 福建工程学院 | Tunnel excavation and reinforcement method for penetrating through water-rich sandy stratum |
CN110905556A (en) * | 2019-12-20 | 2020-03-24 | 山东科技大学 | Novel efficient mixing alternating type double-hole sectional grouting method |
CN110905556B (en) * | 2019-12-20 | 2021-01-05 | 山东科技大学 | Efficient mixing alternating type double-hole sectional grouting method |
CN112174572A (en) * | 2020-08-14 | 2021-01-05 | 中铁十六局集团铁运工程有限公司 | Composite material for adsorbing gas overflowing from tunnel face and construction method thereof |
CN112796769A (en) * | 2020-12-24 | 2021-05-14 | 中铁十八局集团第五工程有限公司 | Construction method of water-rich weak surrounding rock stratum tunnel |
CN113153364A (en) * | 2021-03-16 | 2021-07-23 | 中铁四局集团第五工程有限公司 | Water burst treatment method suitable for inclined well under steep water-rich rock stratum |
CN113153364B (en) * | 2021-03-16 | 2023-05-23 | 中铁四局集团第五工程有限公司 | Water inflow treatment method suitable for inclined shaft under steep water-rich rock stratum |
CN113217036A (en) * | 2021-06-23 | 2021-08-06 | 中交路桥华东工程有限公司 | Post-grouting construction method for tunnel structure at water burst section of fault fracture zone |
CN113217036B (en) * | 2021-06-23 | 2023-09-12 | 中交路桥华东工程有限公司 | Post grouting construction method for fault fracture tunnel structure with water flushing section |
CN114294017A (en) * | 2021-12-30 | 2022-04-08 | 中铁二十一局集团第五工程有限公司 | Curtain grouting orifice pipe orientation method easy and convenient to operate |
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Inventor after: Huang Jinguang Inventor after: Shi Qu Inventor after: Wang Mingsheng Inventor after: Gao Guangyi Inventor after: Xu Haiting Inventor after: Wei Wenjie Inventor after: Jiao Liang Inventor after: Sun Guoqing Inventor after: Jin Qiangguo Inventor after: Deng Chuan Inventor before: Huang Jinguang Inventor before: Gao Guangyi Inventor before: Xu Haiting Inventor before: Wei Wenjie Inventor before: Jiao Liang Inventor before: Sun Guoqing Inventor before: Jin Qiangguo Inventor before: Deng Chuan Inventor before: Shi Qu |
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Free format text: CORRECT: INVENTOR; FROM: HUANG JINGUANG GAO GUANGYI XU HAITING WEI WENJIE JIAO LIANG SUN GUOQING JIN QIANGGUO DENG CHUAN SHI QU TO: HUANG JINGUANG WANG MINGSHENG GAO GUANGYI XU HAITING WEI WENJIE JIAO LIANG SUN GUOQING JIN QIANGGUO DENG CHUAN SHI QU |
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