期刊文献+

富水风化花岗岩铁路深大竖井涌水治理施工技术——以大理至瑞丽铁路高黎贡山隧道1~#竖井为例 被引量:9

Water Gushing Treatment Technology for Deep and Large Vertical Shafts of Railway in Water-rich Weathered Granite: a Case Study on #1 Vertical Shaft of Gaoligongshan Tunnel on Dali-Ruili Railway
下载PDF
导出
摘要 为解决富水风化花岗岩地区修建超深铁路竖井建井过程中涌水淹井问题,以大理至瑞丽铁路高黎贡山隧道1~#竖井建井施工为例,针对1~#竖井地质条件复杂、地层富水高压、工作面狭小、抽排水难度大等特点,借鉴类似工程和现场试验总结,对竖井工作面"探注模式"、狭小空间钻孔施工、注浆控制及钻注段高优化、掘砌等技术进行研究。提出在富水花岗岩地区铁路超深竖井修建过程中采用"有掘必探、以堵为主、堵排结合"的施工原则和"工作面预注浆+井筒壁后注浆"涌水治理方式,不但能有效控制建井过程中开挖面涌水量,还可在一定程度上提高综合施工效率。 In order to solve the problem of water inrush and flooding during the construction of super-deep railway shafts in water-rich weathered granite areas,the construction of#1 shaft in Gaoligongshan Tunnel on Dali-Ruili Railway characterized by complex geological conditions,water-rich and high pressure,small working face and difficult water drainage is taken as an example to study the technologies of detection and grouting at working face,drilling in small space and grouting of vertical shaft.Furthermore,the construction principle of excavation with detection,water-stop as mainand stop-drainage combination and gushing water treatment measure of pregrouting at working face and grouting behind shaft wall are put forward for super-deep vertical shaft construction of railway in water-rich granite area,which can effectively control the water gushing and improve the construction efficiency of shaft construction.
作者 高广义 GAO Guangyi(China Railway Tunnel Consultants Co.,Ltd.,Guangzhou 511457,Guangdong,China;Key Laboratory of Intelligent Monitoring and Maintenance of Tunnel Structure,CRTG,Guangzhou 511457,Guangdong,China)
出处 《隧道建设(中英文)》 北大核心 2020年第S01期358-363,共6页 Tunnel Construction
基金 隧研合(2018-32)
关键词 铁路隧道 富水花岗岩 竖井 涌水治理 railway tunnel water-rich granite vertical shaft gushing water treatment
  • 相关文献

参考文献9

二级参考文献24

  • 1王档良.承压含水层群孔注浆效应及现场试验研究[J].地下空间与工程学报,2013,9(S2):1956-1960. 被引量:5
  • 2谷拴成,朱彬.注浆封堵在渗漏涌水治理中应用[J].矿山压力与顶板管理,2005,22(1):99-101. 被引量:5
  • 3[2]张民庆,韩占波,孙国庆,等.圆梁山隧道PDK354+255~PDK354+275溶洞段施工技术[J].铁道工程学报,2002,(4):71-78.(Zhang Minqing,Han Zhanbo,Sun Guoqing,et al.Construction technology of cavity section PDK354+255~PDK354+275 in parallel heading at intake portal of Yuanliangshan Tunnel[J].Journal of Railway Engineering Society,2002,(4):71-78.(in Chinese))
  • 4[5]张民庆.饱和含水砂层施工技术[A].见:第十届隧道年会论文集[C].[s.l.]:[s.n.],1998.543-547.(Zhang Minqing.Engineering technique of saturation and containing water sand[A].In:Proceedings of the 10th Tunnel Academic Conference Symposium[C].[s.l.]:[s.n.],1998.543-547.(in Chinese))
  • 5中冶京诚(秦皇岛)工程技术有限公司,五矿矿业(安徽)工程设计有限公司.安徽省庐江县泥河铁矿采选工程初步设计[R].秦皇岛:中冶京诚(秦皇岛)工程技术有限公司,2013.
  • 6安徽省地质调查院.安徽省庐江县泥河铁矿探矿井工程地质勘察报告[R].合肥:安徽省地质调查院,2010.
  • 7修国林,蔡美峰.三山岛金矿岩石力学与岩层控制技术研究[R].北京:北京科技大学,2011.
  • 8Dong Ji, Chao Peng, Liang Zhao, et al. Application research of ground pressure coupling monitoring network for deep mining in Sanshandao gold mine [ J ]. International Journal of Digital Content Technology and its Applications,2013,7 ( 7 ) : 989 -997.
  • 9《地基处理手册》(第二版)编写委员会[编],龚晓南.地基处理手册[M]中国建筑工业出版社,2000.
  • 10张首明.最新建井工程技术操作标准规范实务全书[M].北京:中国建筑工业出版社,2004.

共引文献153

同被引文献100

引证文献9

二级引证文献34

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部