煤炭工程 ›› 2018, Vol. 50 ›› Issue (3): 94-94.doi: 10.11799/ce201803024

• 研究探讨 • 上一篇    下一篇

穿断层组岩巷围岩变形及控制技术研究

刘天啸1,闫帅2   

  1. 1. 中国矿业大学 矿业工程学院
    2. 中国矿业大学
  • 收稿日期:2017-09-03 修回日期:2017-11-03 出版日期:2018-03-20 发布日期:2018-04-26
  • 通讯作者: 刘天啸 E-mail:liu_tianxiao@cumt.edu.cn

Study on Surrounding Rock Deformation and Control Technology of Rock Entry through Faults

  • Received:2017-09-03 Revised:2017-11-03 Online:2018-03-20 Published:2018-04-26

摘要: 以任楼矿中六运输大巷掘进过F2断层组为背景,采用FLAC3D有限差分程序,分析了断层结构下巷道掘进应力场分布变化规律与不同位置处巷道变形破坏特征,提出了“下盘控顶、上盘控帮、底板反拱”的支护方式,并在现场成功进行了工业性试验。研究结果表明:F2断层组附近存在明显的垂直应力增高区|断层构造对巷道变形破坏的影响范围为10~20m,确定加强支护范围为F2断层构造带前后60m|在当前地质状况下,F2断层上盘巷道围岩变形大于F2断层下盘段并且两断层上下盘破坏影响区没有明显相互作用。

关键词: 断层组, 数值模拟, 围岩变形, 锚杆支护

Abstract: Taking the middle six entry excavating across the F2 faults in Renlou Mine as the background and using FLAC3D finite difference program, this paper has studied the distribution law of stress field under fault structure and deformation characteristics of roadway in different position. Roof was focused on footwall, and ribs were focused on hanging wall, and counter-arched floor was used, which were presented as a support method. The results showed that obvious vertical stress-concentrated areas exist near F2 fault zones. The influence of fault structure on the roadway is 10~20 m and the reinforced supporting range is 60 m around F2 fault zones. Surrounding rock deformation of the entry above F2 fault is larger than the one below it and two faults do not affect each other under the current geological conditions.

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