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顺槽巷道锚杆预紧力及工作机理的探讨
引用本文:郝海金,张勇,吴健.顺槽巷道锚杆预紧力及工作机理的探讨[J].湖南科技大学学报(自然科学版),2003,18(4):15-17.
作者姓名:郝海金  张勇  吴健
作者单位:中国矿业大学,资源与安全工程学院,北京,100083
基金项目:国家自然科学基金重点资助项目(编号:59734090)
摘    要:从锚杆锚固段剪应力分布状态出发,分析了不同锚固方式情况下锚杆预紧力的作用效果.研究了不同时期顺槽巷道以及巷道不同深度围岩的不协调变形的发展变化情况,从锚杆受力是由于围岩不协调变形而引起的基本观点出发,对不同锚固方式锚杆的工作机理进行了分析和探讨.其结论是由于在巷道的服务期内,围岩的不协调变形不会停止,所以锚杆的工况一直在变化当中.图4,参10.

关 键 词:顺槽巷道  锚杆  预紧力  不协调变形  工作机理
文章编号:1000-9930(2003)04-0015-03
修稿时间:2003年2月21日

Analysis on initial anchorage force and work mechanism of the roadway bolt
HAO Hai-jin,ZHANG Yong,WU Jian.Analysis on initial anchorage force and work mechanism of the roadway bolt[J].Journal of Hunan University of Science & Technology(Natural Science Editon),2003,18(4):15-17.
Authors:HAO Hai-jin  ZHANG Yong  WU Jian
Abstract:Based on the sheer stress distribution along cemented part, the effort caused by initial anchorage force was discussed. The development of the roadway deformation in different stage and between different depths was studied. Based on the principle of bolt resistance changing with the uncoordinated deformation of surrounding rock, the work mechanism of bolts was analyzed. It was put forward that the working performance is changing continually because the roadway deformation cant stop in its service time. 4figs. ,10refs.
Keywords:roadway  bolt  initial anchorage force  deformation  work mechanism
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