竖井突涌水淹井处理技术研究与应用
详细信息    查看全文 | 推荐本文 |
  • 英文篇名:Research and Application of Shaft Outburst Water Flooded Well Treatment Technology
  • 作者:孙祥惠
  • 英文作者:SUN Xianghui;China Railway Tunnel Group Co.,Ltd.;
  • 关键词:竖井 ; 突涌水 ; 淹井 ; 改性水泥浆塞 ; 注浆堵水
  • 英文关键词:shaft;;water inrush;;flooding;;modified cement slurry plug;;grouting water plugging
  • 中文刊名:JSSD
  • 英文刊名:Tunnel Construction
  • 机构:中铁隧道局集团有限公司;
  • 出版日期:2019-01-31 10:54
  • 出版单位:隧道建设(中英文)
  • 年:2018
  • 期:v.38
  • 语种:中文;
  • 页:JSSD2018S2045
  • 页数:7
  • CN:S2
  • ISSN:41-1448/U
  • 分类号:339-345
摘要
为妥善处理深大竖井由于地质复杂、地下水发育且补给足而快或开挖施工方法不当、技术及管理措施不到位等因素所致的突涌水淹井事故,以大瑞铁路高黎贡山隧道1~#竖井副井突涌水淹井为工程案例,详细介绍如何用静水压注改性水泥浆垫封水法处理深竖井淹井事故,并提出一套适用于工期紧、淹井深、地质复杂、水源补给足而快等条件下的淹井处理参数,为水深超过600 m的淹井处理提供经验借鉴。
        In order to properly handle the water inrush and flooding accidents caused by complicated geology,rapid groundwater development with excessive recharging, improper excavation and construction methods, inadequate technology and management measures,this paper takes the inrush and flooding at the auxiliary shaft in the 1# shaft of Gaoligongshan Tunnel of Darui Railway as an example,and introduces the water sealing method with modified cement slurry under hydrostatic pressure in detail,which is used to deal with flooding accidents. A set of parameters apply to the cases such as tight construction period,deep flooding,complex geology,excessive and fast water supply are put forward,which can provide reference for the flooding treatment with water depth exceeding 600 meters.
引文
[1]赵喜斌.象山隧道4#斜井涌水淹井处理技术[J].隧道建设,2008,28(6):707.ZHAO Xibin. Technology for treatment of water gushing inNo. 4 inclined shaft of Xiangshan Tunnel[J]. TunnelConstruction,2008,28(6):707.
    [2]付仲润,韩忠存.某长江穿越隧道竖井淹井处理技术[J].隧道建设,2006,26(2):57.FU Zhongrun, HAN Zhongcun. Shaft flooding controltechnology of tunnel crossing Yangtze River[J]. TunnelConstruction,2006,26(2):57.
    [3]李彬.风化岩石地层条件下地铁竖井施工关键技术研究[J].民营科技,2012(10):289.LI Bin. Research on key technology of subway shaftconstruction under weathered rock formation[J]. Non-StateRunning Science&Technology Enterprises, 2012(10):289.
    [4]郭亚宇,王庆国.深圳地铁5号线竖井施工技术[J].北方交通,2010(4):157.GUO Yayu,WANG Qingguo. Construction technology forshaft of Metro No. 5 in Shenzhen[J]. NorthernCommunications,2010(4):157.
    [5]曲建生.北京地铁7号线双井车站高承压水超深竖井施工技术[J].科技创新与生产力,2012(2):66.QU Jiansheng. Construction technology of high pressure deepvertical well of Beijing Metro Line 7 Subway[J]. TaiyuanScience and Technology,2012(2):66.
    [6]王天明.复杂环境下特殊地层异型深竖井关键技术研究[J].铁道工程学报,2016,33(6):77.WANG Tianming. Research on the key technology for specialshaped deep shaft in water-rich gravel formation and complexenvironment[J]. Journal of Railway Engineering,2016,33(6):77.
    [7]仝洪昌,徐继民,马民生.立井突水淹井事故处理技术的研究及应用[C]//2008全国矿山建设学术会议论文集.北京:中国煤炭学会,2008.TONG Hongchang,XU Jimin,MA Minsheng. Research andapplication of water inrush accident treatment in deepvertical shaft[C]//Proceedings of the National Conferenceon Mine Construction in 2008. Beijing:China CoalSociety,2008.
    [8]司景昭.亚洲铁路第一长隧:大瑞铁路高黎贡山隧道[J].隧道建设,2017,37(7):912.SI Jingzhao. Gaoligognshan Tunnel of Dali-Ruili Railway:The longest railway tunnel under construction in Asia[J].Tunnel Construction,2017,37(7):912.
    [9]朱丹.小断面竖井突水事故处理及施工[J].建井技术,2004,25(4):9.ZHU Dan. Handling and construction on water inrushaccident in small cross section mine shaft[J]. MineConstruction Technology,2004,25(4):9.
    [10]付仲润.西气东输某穿江隧道竖井涌水涌砂治理技术[J].建井技术,2005,26(6):5.FU Zhongrun. Inrush water and inrush sand controltechnology for shaft sinking of tunnel under river in NaturalGas Pipeline System from West to East of China[J]. MineConstruction Technology,2005,26(6):5.
    [11]张瑞彬.莱芜市垂阳铁矿主竖井排水实践[J].建井技术,2008,29(2):9.ZHANG Ruibin. Practice on water drainage from mine mainshaft of Laiwu Chuiyang Iron Mine[J]. Mine ConstructionTechnology,2008,29(2):9.

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700