煤炭工程 ›› 2019, Vol. 51 ›› Issue (9): 66-69.doi: 10.11799/ce201909015

• 施工技术 • 上一篇    下一篇

采空区残留煤柱内巷道布置与围岩控制技术

于洋1,陈勇2,赵祥岍3   

  1. 1. 江苏省徐州市中国矿业大学矿业工程学院
    2. 中国矿业大学
    3. 徐州工程学院
  • 收稿日期:2018-07-24 修回日期:2018-09-28 出版日期:2019-09-20 发布日期:2020-05-11
  • 通讯作者: 于洋 E-mail:yuyangcumt@126.com

Roadway layout and surrounding rock control technology in gob residual pillar

  • Received:2018-07-24 Revised:2018-09-28 Online:2019-09-20 Published:2020-05-11

摘要: 以俄霍布拉克煤矿18m残留煤柱内巷道布置为研究背景,综合运用现场实测、理论分析和数值模拟等方法,研究了采空区残留煤柱的应力环境和变形状态,分析了不同宽度窄煤柱条件下煤柱垂直应力分布、变形机理及塑性分布状态,综合确定了采空区残留煤柱内巷道布置的窄煤柱宽度为4.0m。在此基础上,提出了残留煤柱内巷道围岩控制原则和技术,并进行了工业性试验,试验巷道实际维护效果良好。

关键词: 残留煤柱, 巷道布置, 围岩控制, 锚杆支护

Abstract: Taking roadway layout in 18m residual coal pillar of Ohoblak coal mine as background. By means of field measurement, theoretical analysis and numerical simulation, the stress environment and deformation state of the residual coal pillar in the goaf are studied. The vertical stress distribution, deformation mechanism and plastic distribution state of the coal pillar under the condition of narrow coal pillar with different width are analyzed, and the narrow pillar width in the laneway in the residual coal pillar in the goaf is determined as 4.0m. On this basis, the control principle and technology of roadway surrounding rock in residual coal pillar are put forward, and industrial tests are carried out. The actual maintenance effect of the test roadway is good.