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主办单位:煤炭科学研究总院有限公司、中国煤炭学会学术期刊工作委员会
切顶卸压沿空留巷顶板破坏机理及控制技术
  • Title

    Roof failure mechanism of gob-side entry retaining by roof cutting and pressure releasing and its control technology

  • 作者

    王建文王世彬杨军王琦麻路路何满潮

  • Author

    Wang Jianwen Wang Shibin Yang Jun Wang Qi Ma Lulu He Manchao

  • 单位

    陕西煤业化工集团神木柠条塔矿业有限公司中国矿业大学(北京)深部岩土力学与地下工程国家重点实验室

  • Organization
    Shenmu Ningtiaota Coal Mining Company Ltd., Shaanxi Coal and Chemical Industry Group Co., Ltd. State Key
    Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology
  • 摘要

    为解决采煤工作面切顶卸压沿空留巷顶板变形破坏等问题,根据柠条塔煤矿S1201工作面实行切顶卸压沿空留巷过程中矿山压力显现规律,建立顶板切缝力学模型,对该矿厚煤层切顶卸压巷道裂隙发育机理及影响因素进行了研究,提出了将巷道划分超前支护区、动压影响区和成巷稳定区以及裂隙发育判据条件。研究结果表明:裂隙发育主要集中在动压影响区;从控制基本顶动压、顶板支护强度和采空区帮侧向压力等方面考虑,采取了增大临时支护距离、加强主动支护强度和优化顶板切缝参数的针对性控制措施,根据现场监测结果巷道中部顶底板移近量由320 mm减至200 mm,且裂隙区内裂隙不再扩展,顶板稳定性控制效果良好。

  • Abstract
    In order to solve the problems of roof deformation and cracks in roadway by roof cutting and pressure releasing in Ningtiaota Coal Mine, by establishing a roof cutting mechanical model, the mechanism of roof failure and the main influence factor when by roof cutting and pressure releasing were studied in the paper, the roadway of by roof cutting and pressure releasing were classified into three regions, the criterion condition of fissure development were also proposed in the paper.The results showed that the development of cracks was main concentrated in area with dynamic pressure.Based on the above results, corresponding measures were propos ed from the aspects of controlling dynamic pressure, improving roof supporting intensity and the optimization of roof kerf parameters. The in-situ monitoring results sho wed that, in the middle of the roadway, the quantity of the roof and floor movement was reduced from 320 mm to 200 mm, and the cracks in the fracture area were no |o nger expanded, the roof stability control effect was good.
  • 关键词

    切顶卸压切缝巷道动压影响顶板裂隙

  • KeyWords

    roof cutting and pressure releasing; roadway with cracks; influences of dynamic pressure; fractures in roof;

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