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山东大学学报(工学版) ›› 2009, Vol. 39 ›› Issue (4): 112-115.

• 论文 • 上一篇    下一篇

千米深井软岩巷道破坏机理及支护技术研究

李海燕 刘端举 孙庆国 王怀新 刘玉萍   

  1. 李海燕,刘玉萍: 山东大学岩土结构与工程研究中心, 山东 济南 250061; 刘端举,孙庆国,王怀新:新汶矿业集团, 山东 新泰 271211
  • 收稿日期:2009-05-20 出版日期:2009-08-24 发布日期:2009-08-24
  • 作者简介:李海燕(1964-),男,山东泰安人,高级工程师,主要研究方向为矿山井巷工程软岩支护、爆破、注浆堵水、工作面灾害超前预报等.E-mail:lihaiyan@sdu.edu.cn

Study on failure mechanism and supporting technology of soft rock  roadaway in a kilometer deep mine

  1.  LI Hai-Yan, LIU Yu-Ping:Geotechnical and Structural Engineering Research Center, Shandong University, Jinan 250061, China;  
    LIU Duan-Ju, SUN Qing-Guo, WANG Huai-Xin: Xinwen Mining Group, Xintai  271211, China
  • Received:2009-05-20 Online:2009-08-24 Published:2009-08-24

摘要:

基于矿井开采逐渐向深部发展,巷道围岩呈现高地压、大变形、难支护的特点,常规锚网支护已难以控制巷道围岩变形的情况.通过对华丰煤矿-1?100水平巷道破坏机理的研究,提出了采用马蹄形巷道支护断面和全封闭支护的理念,加强底板承载能力和巷道抗蠕变能力;根据千米深井巷道围岩流变特性,研究得出了围岩地压得到合理释放趋于稳定时进行永久支护的时机和距离,并在永久支护中实施锚注加固,使松散破碎岩块胶结成整体提高了围岩的内聚力和内摩擦角,使围岩由“软”变“硬”,使无支护作用的围岩体变为支护结构,同时锚注锚杆成为全长锚固锚杆,加强了围岩的加固效果,达到安全永久支护巷道的目的.

关键词: 软岩巷道;破坏机理;二次支护;锚注

Abstract:

With the gradual deep exploitation of the mine, the surrounding rock mass in the roadway has such characteristics as high ground pressure, large distortion and  is difficult to support, which can cause difficulties to control the distortion of surrounding rock with anchor-net support and not be able to meet the demand of safe production. By means of a study on failure mechanism of the 1100 horizontal roadway in the  Huafeng coal mine, the conceptions of U-shaped supporting section and closed support were put forward, and the carrying capacity of floor and the resistance to creep of roadway were strengthened. According to the research on rheological characteristics of surrounding rock mass in a kilometer deep mine, a longer time and distance can be obtained for permanent  support, while the ground pressure around the roadway was released and became stable. Then the incompact rock block was  consolidated to unity with anchoring and grouting in permanent support, and the cohesive strengths and internal friction angles of the surrounding rock were also improved, which make the surrounding rock mass change from soft to hard and nosupported effect to support structure.Meanwhile, the bole  strengthened and the reinforcement effect achieved the purpose of  permanent safety support for the  roadway.

Key words: soft rock roadway; failure mechanism;secondary support;anchoring and grouting

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