煤炭工程 ›› 2014, Vol. 46 ›› Issue (7): 34-36.doi: 10.11799/ce201407012

• 施工技术 • 上一篇    下一篇

高水平应力条件下大断面巷道支护技术研究

闫飞,严国超   

  1. 太原理工大学矿业工程学院
  • 收稿日期:2013-07-09 修回日期:2013-08-02 出版日期:2014-07-10 发布日期:2014-08-01
  • 通讯作者: 闫飞 E-mail:yf0704@link.tyut.edu.cn

Large Section Roadway Supporting Technology in High Horizontal Stress

  • Received:2013-07-09 Revised:2013-08-02 Online:2014-07-10 Published:2014-08-01

摘要:

针对长平煤矿高水平应力条件下大断面沿底留顶巷道难以支护的现状,通过地应力测试、钻孔窥视、数值模拟等方法进行了巷道顶板围岩破坏分析。根据分析的结论,提出43042巷道沿顶布置支护方案,并通过设置测站实测表面位移、顶板离层、测力锚杆等方法对其稳定性进行了分析,验证了43042巷道支护方案的合理性。

关键词: 巷道支护, 地应力, 高水平应力, 钻孔窥视, 数值模拟

Abstract:

For Changping mine,under high horizontal stress large cross section along the bottom roadway is difficult to support the status quo, through stress testing, drilling peep, numerical simulation methods such as roadway roof rock failure analysis. According to the analysis of the conclusions, put forward 43042 roadway along the top layout support programs, and by setting the station measured surface displacement, roof separation, rock-bolt dynamometer and other methods,its stability were analyzed to verify the 43042 roadway programs reasonable.

Key words: Roadway supporting, geostress, High horizontal stress, Drilling peep, Numerical Simulation