煤炭工程 ›› 2016, Vol. 48 ›› Issue (10): 8-10.doi: 10.11799/ce201610004

• 设计技术 • 上一篇    下一篇

错层位巷道布置防控冲击地压技术研究

王鹏1,李春阁1,杨长德1,王志强2   

  1. 1. 新疆工程学院
    2. 中国矿业大学(北京)资源与安全工程学院
  • 收稿日期:2016-06-14 修回日期:2016-07-24 出版日期:2016-10-10 发布日期:2016-11-03
  • 通讯作者: 王鹏 E-mail:wangpengshg@163.com

Study on technology of stagger position roadway layou to prevent rock burst

  • Received:2016-06-14 Revised:2016-07-24 Online:2016-10-10 Published:2016-11-03

摘要: 为了解决深井强冲击倾向性厚煤层开采过程中冲击地压和巷道大变形灾害控制难的问题,应用窄煤柱沿空掘巷和错层位巷道布置防冲控制理论,在华丰煤矿1411回风平巷进行了试验研究。通过现场围岩变形量和微震监测,得出错层位巷道布置能够解决1411回风平巷冲击地压强烈、次数多和巷道变形量大的问题,其中0.8级以上矿震减少87%,巷道顶板移近量降低132.5mm,两帮变形量减少152mm。试验结果对冲击地压防控具有一定的指导意义。

关键词: 错层位, 巷道布置, 沿空掘巷, 冲击地压, 巷道大变形

Abstract: In order to solve the problem of rock burst and roadway large deformation controlling in thick coal seam with bump proneness of deep shaft, apply the control principle theory of gob-side entry driving in narrow coal pillar and stagger position roadway layout, Huafeng Coal Mine took the experimental study in 1411 air return roadway. By the deformation of roadway and microseismmic monitoring data, following result was obtained: stagger position roadway layout can solve the problem of the strong and frequent rock burst and roadway large deformation of 1411 air return roadway. It realized that the mine earthquake over 0.8 were reduced by 87%, the convergence between roof and floor was reduced 132.5mm and the deformation amount of two sides reduce 152mm. The test results have certain directive meaning on rock burst prevention and controlling.

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