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充填型溶洞中地下工程支护结构设计及施工技术研究
引用本文:王后裕,刘志杰,宋建波,言志信.充填型溶洞中地下工程支护结构设计及施工技术研究[J].地球与环境,2005,33(3):49-53.
作者姓名:王后裕  刘志杰  宋建波  言志信
作者单位:空军工程设计研究局,北京,100068;贵州大学喀斯特环境与地质灾害防治省级重点实验室,贵州,贵阳,550000;中南大学,湖南,长沙,410075
摘    要:以某大型地下工程的设计、施工、监测为实例背景,系统介绍了富水、充填型溶洞的处理方法。在超前地质预报工作的基础上,结构设计采用超前注浆堵水、初期格栅钢架喷砼网支护、二次现浇钢筋砼衬砌的复合式衬砌方案。掘进采用中隔墙法开挖,并设置泄水洞辅助减压,取得了较好的效果。

关 键 词:充填型溶洞  地下工程  设计  施工  超前预注浆  格栅钢架
文章编号:1672-9250(2005)03-0049-05
收稿时间:2005-05-11
修稿时间:2005-08-28

RESEARCH ON DESIGN AND CONSTRUCTION OF UNDERGROUND STRUCTURES IN KARST CAVERNS
WANG Hou-yu,LIU Zhi-jie,SONG Jian-bo,YAN Zhi-xin.RESEARCH ON DESIGN AND CONSTRUCTION OF UNDERGROUND STRUCTURES IN KARST CAVERNS[J].Earth and Environment,2005,33(3):49-53.
Authors:WANG Hou-yu  LIU Zhi-jie  SONG Jian-bo  YAN Zhi-xin
Institution:1. Air Force Engineering Design and Research Bureau, Beijing 100068, China; 2.Guizhou University, Guiyang 550003, China; 3. Central South University, Changsha 410075, China
Abstract:Based on the detail design, construction and supervision of large underground structures, this paper systematically introduces a treatment method for karat caverns in surrounding rock massives with abundant water and soil fillings. In the structure design composite lining is adopted, including front pre-grouting, grid steel frame, primary shotcrete-bolting support and reinforcing concrete lining. During excavation weep holes are designed so as to reduce water pressure. The project shows the design and treatment method for karat caverns is safe and reasonable.
Keywords:karst cavern  underground structure  design  construction  front pre-grouting  grid steel frame
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