煤炭工程 ›› 2022, Vol. 54 ›› Issue (9): 48-53.doi: 10.11799/ce202209009

• 施工技术 • 上一篇    下一篇

井底密集硐室群变形破坏分析与控制技术

开采研究院1,吴建星2,3   

  1. 1. 开采研究院
    2. 煤炭科学研究总院开采设计分院
    3. 中煤科工开采研究院有限公司
  • 收稿日期:2022-06-06 修回日期:2022-07-22 出版日期:2022-09-15 发布日期:2022-10-09
  • 通讯作者: 吴建星 E-mail:wujianxing123@126.com

Deformation and failure analysis of dense roadway group in pit bottom and control measures

  • Received:2022-06-06 Revised:2022-07-22 Online:2022-09-15 Published:2022-10-09

摘要: 为解决漳村煤矿井底车场硐室群大范围变形破坏的问题,采用数值模拟对井底车场硐室群应力分布及变形特征进行研究,研究结果表明:井底车场硐室群变形破坏的主控因素为岩性软弱和巷间的影响。由于岩性软弱,在硐室周边形成了1.5~2倍巷道跨度的塑性区,在巷间影响下,塑性区相互连接产生的大范围的塑性破坏区是井底车场硐室群变形破坏的根源。在此基础上提出了“低压浅孔、高压深孔全断面注浆”为核心的巷修方案;|通过全长预应力注浆锚索的使用,在现场取得了良好的应用效果。

关键词: 井底车场, 密集硐室群, 变形破坏, 巷道修复, 数值模拟

Abstract: In order to solve the problem of large scale deformation and failure of the underground chamber group in Zhangcun Coal Mine, the stress distribution and deformation characteristics of the group were studied by numerical simulation. The results show that the main contributing factors of deformation and failure are low rock strength and roadway interaction. Because of low rock strength,a plastic zone with a width of 1.5 to 2 times of the roadway is formed around the chamber. Under the influence of roadways, the large scale plastic damage area produced by the connection of plastic zones is the root of deformation and damage of the chamber group in the bottom hole. According to the research conclusions, a roadway repair plan was proposed, and well application effects are achieved in the field through the use of full-length prestress grouting cables.

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