煤炭工程 ›› 2019, Vol. 51 ›› Issue (11): 92-96.doi: 10.11799/ce201911020

• 研究探讨 • 上一篇    下一篇

煤柱下特厚煤层动压巷道稳定性与控制技术研究

吴乐1,冯智杰2,何杰3,冯友良1,郝登云1   

  1. 1. 天地科技股份有限公司 开采设计事业部
    2. 山西世德孙家沟煤矿
    3. 天地科技股份有限公司开采设计事业部
  • 收稿日期:2019-04-18 修回日期:2019-07-04 出版日期:2019-11-20 发布日期:2020-05-11
  • 通讯作者: 吴乐 E-mail:wule@tdkcsj.com

Research and Control Technology of Dynamic Pressure Roadway in Extra-thick Coal Seam under Coal Pillar

  • Received:2019-04-18 Revised:2019-07-04 Online:2019-11-20 Published:2020-05-11

摘要: 为解决近距离煤层上层煤遗留煤柱对下层煤回采巷道造成的扰动问题,以山西世德孙家沟煤矿13313特厚煤层工作面进风巷为工程背景,从围岩应力、围岩强度与支护方式三个方面结合FLAC3D数值模拟进行了系统研究,结果表明:遗留煤柱下方形成应力集中区,遗留煤柱尺寸越大,下方应力峰值越小,而下层煤巷道与煤柱外错25m时所处应力环境得到极大改善。进一步进行巷道围岩强度原位测试,并确定采用高预应力强力支护技术方案。矿压监测结果显示巷道支护方案合理,能够满足生产要求,解决了该矿煤柱下特厚煤层动压巷道支护技术难题。

关键词: 特厚煤层, 动压巷道, 近距离煤层, 强力支护

Abstract: In order to solve the disturbance caused by the coal pillars in the upper coal seam to the lower coal mining roadway, this paper takes the 13313 main gate of thick coal seam face in Shanxi Shide Sunjiagou Coal Mine as the engineering background, the system research is carried out in combination with FLAC3D numerical simulation in three aspects: surrounding rock stress, surrounding rock strength and supporting technology. The results show that the stress concentration zone is formed under the left coal pillar. The larger the remaining coal pillar size, the smaller the lower stress peak, and The stress environment is greatly improved when the main gate of the lower coal seam are out of alignment for 25m from the left coal pillar. Further in-situ testing of roadway surrounding rock strength is carried out, and the technical scheme of high prestressing and strong support is determined. Mine pressure monitoring shows that the roadway support scheme is reasonable and can meet the production requirements, so as to solve the technical problems of dynamic pressure roadway support in Extra-thick Coal Seam under coal pillar.