• 中文核心期刊
  • 中国科技核心期刊
  • RCCSE中国核心学术期刊

深部纵跨巷道动态分步分段控制及加固技术

查文华, 符小民, 于剑英

查文华, 符小民, 于剑英. 深部纵跨巷道动态分步分段控制及加固技术[J]. 煤矿安全, 2013, 44(11): 100-103.
引用本文: 查文华, 符小民, 于剑英. 深部纵跨巷道动态分步分段控制及加固技术[J]. 煤矿安全, 2013, 44(11): 100-103.
ZHA Wen-hua, FU Xiao-min, YU Jian-ying. Dynamic Stepping and Segmenting Control and Reinforcement Technology of Deep Longitudinal Spanning Roadway[J]. Safety in Coal Mines, 2013, 44(11): 100-103.
Citation: ZHA Wen-hua, FU Xiao-min, YU Jian-ying. Dynamic Stepping and Segmenting Control and Reinforcement Technology of Deep Longitudinal Spanning Roadway[J]. Safety in Coal Mines, 2013, 44(11): 100-103.

深部纵跨巷道动态分步分段控制及加固技术

Dynamic Stepping and Segmenting Control and Reinforcement Technology of Deep Longitudinal Spanning Roadway

  • 摘要: 针对姚桥矿7253工作面纵跨-650 m轨道大巷地质和生产条件,分析了大巷的变形破坏机制;获得了开切眼前后支承压力分布规律及工作面推进过程中超前支承压力、后方卸压、后期增压的3个变化阶段;提出了动态分步、分段加固原则和加固对策,确定了二次加固的时间,设计了加固支护参数;监测结果表明:新技术对巷道维护效果显著,巷道变形小,围岩整体稳定得到了有效控制。
    Abstract: According to the geological and production conditions of 7253 working face in Yaoqiao Mine spanning-650 m track roadway, the roadway deformation and failure mechanisms were analyzed. The laws of abutment pressure distribution before and after open-off cut and three stages changes of the abutment pressure ahead of face, the pressure relief and pressure increase were obtained. The dynamic stepping-segmenting reinforcement principles and strengthening measures were put forward, the time for secondary reinforcement was determined, and reinforcement support parameters were designed. Monitoring results showed that the new reinforcement technology had a significant effect on roadway maintenance and roadway deformation was small, the overall stability of surrounding rock had been controlled effectively.
  • [1] 李惠,乔卫国,张安康,等.深部巷道受跨采影响的稳定性分析及加固[J].煤矿开采,2011,16(3):89-92.
    [2] 田磊,谢文兵,荆升国. 综放跨采巷道棚-索耦合协同支护技术[J].煤炭科学技术,2011,39(11):44-47.
    [3] 郭志飚,李乾,王炯. 深部软岩巷道锚网索-桁架耦合支护技术及其工程应用[J].岩石力学与工程学报,2009,28(增2):3914-3918.
    [4] 柏建彪,侯朝炯.深部巷道围岩控制原理与应用研究[J].中国矿业大学学报,2006,35(2):144-147.
    [5] 余伟健,高谦,朱川曲. 深部软弱围岩叠加拱承载体强度理论及应用研究[J].岩石力学与工程学报,2010,29(10):2134-2142.
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  • 发布日期:  2013-11-19

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