煤炭工程 ›› 2022, Vol. 54 ›› Issue (12): 50-55.doi: 10.11799/ce202212010

• 施工技术 • 上一篇    下一篇

深埋软岩巷道底鼓破坏机制及控制对策研究

张勇,谢铖,孙特,等   

  1. 1. 中国矿业大学(北京),力学与建筑工程学院
    2. 中国矿业大学(北京)深部岩土力学与地下工程国家重点实验室
    3. 铁法煤业集团大强煤矿有限责任公司
    4. 上海庙矿业公司新上海一号煤矿
  • 收稿日期:2022-04-15 修回日期:2022-07-19 出版日期:2022-12-14 发布日期:2023-02-06
  • 通讯作者: 张勇 E-mail:cumtbzy558@163.com

Failure Mechanism and Control Countermeasures of Deep Buried Soft Rock Roadway Floor Heave

  • Received:2022-04-15 Revised:2022-07-19 Online:2022-12-14 Published:2023-02-06

摘要: 为解决深埋软岩巷道底鼓大变形控制难题,针对大强煤矿0908运输巷道出现的严重底鼓破坏现象,通过理论分析、室内实验、数值模拟及现场工业试验,揭示了巷道围岩的破坏机制,并通过优化支护,提出了一体化底鼓防控对策。研究结果表明:0908运输巷道围岩受工程岩体强度低、节理裂隙发育和采动高集中应力的影响,整体呈现出顶沉严重、底鼓量大,帮缩量大等软岩大变形破坏特征|经分析确定,巷道围岩为ⅠABⅡABDⅢABC复合型变形力学机制,提出一体化底鼓防控对策,将复合型转化为ⅡB型稳定变形力学机制。现场应用效果显示,巷道底鼓破坏现象得到了有效控制,底板变形量在97mm以内,围岩变形最大不超过120mm。研究成果为类似深埋软岩巷道底鼓破坏机制及控制对策的研究提供了参考和借鉴。

关键词: 软岩巷道, 底鼓变形, 变形力学机制, 围岩控制, 巷道支护

Abstract: To solve large floor drum up deep soft rock roadways deformation control problem, in view of the large coal mine 0908 transport of roadway floor drum up serious damage phenomena, through the theoretical analysis of indoor experiment, numerical simulation and industrial test on the site, determine the failure mechanism of roadway ,and based on the optimal scheme, floor drum up integrated prevention control countermeasures are put forward. The results show that the surrounding rock of 0908 transportation roadway is affected by the low strength of engineering rock mass, the joints fractured and high concentration stress by mining ,the overall shows the large deformation failure characteristics of soft rock,which including severe heave, large floor heave and large wall shrinkage. According to the analysis, the surrounding rock of roadway is ⅠABⅡABDⅢABC composite deformation mechanical mechanism, and the integrated control strategy for floor heave prevention is put forward, which transforms the composite into ⅡB stable deformation mechanical mechanism. Field application results show that floor heave failure is effectively controlled, the deformation of floor is less than 97mm, and the maximum deformation of surrounding rock is less than 120mm. The research results provide reference for the research of floor heave failure mechanism and control countermeasures of similar deep buried soft rock roadway.

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