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对深井冻结凿井中水文孔不溢水问题的分析

Analysis of Noneoverflow from Hydrological Hole in Deep Shaft Sinking with Freezing Technology

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【作者】 汪仁和金川张瑞

【Author】 WANG Ren-he1,2,JIN Chuan3,ZHANG Rui1,2 (1.School of Civil Engineering and Architecture,Anhui University of Science and Technology,Huainan Anhui 232001,China;2.Key Laboratory of Mine Construction Engineering in Anhui Province Colleges,Huainan Anhui 232001,China;3.Huainan Mining Group Company,Huainan Anhui 232001,China)

【机构】 安徽理工大学土木建筑学院矿山建设安徽省高校重点实验室淮南矿业(集团)公司

【摘要】 通过工程实例,对目前深井冻结工程中的水文孔不溢水原因进行了较详细的分析,提出了应该从水文孔报道层位的设计、水文孔的结构、冻结管的偏斜控制、钻孔的施工质量控制、地下水流速度控制和根据不同工程和地质条件对水文孔溢水时间的预测以及加强冻结信息化监测和分析等方面采取措施,来保证水文孔的正常溢水和冻结井筒按时开挖。

【Abstract】 The reason of noneoverflow from hydrological hole in deep shaft sinking with freezing technology was discussed in detail.In order to guarantee required overflow from hydrological hole and shaft excavation on schedule,some measurements were brought up,including proper design of hydrological hole location in stratum,proper determination of hydrological hole structure,control of bore hole deflection,control of bore hole performance quality,control of groundwater flow velocity,prediction of overflow time from hydrological hole in different engineering and geological conditions,intensive monitoring and analysis of information in deep shaft sinking with freezing technology.

  • 【文献出处】 安徽理工大学学报(自然科学版) ,Journal of Anhui University of Science and Technology(Natural Science) , 编辑部邮箱 ,2008年03期
  • 【分类号】TD265.34
  • 【被引频次】11
  • 【下载频次】104
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