张华, 孙中光, 李少刚, 李良红, 田灵涛. 综采工作面软岩煤巷围岩变形原理及控制技术[J]. 煤矿安全, 2015, 46(3): 234-236,240.
    引用本文: 张华, 孙中光, 李少刚, 李良红, 田灵涛. 综采工作面软岩煤巷围岩变形原理及控制技术[J]. 煤矿安全, 2015, 46(3): 234-236,240.
    ZHANG Hua, SUN Zhongguang, LI Shaogang, LI Lianghong, TIAN Lingtao. Surrounding Rock Deformation Mechanism and Control Technology of Soft Coal Roadway at Fully Mechanized Working Face[J]. Safety in Coal Mines, 2015, 46(3): 234-236,240.
    Citation: ZHANG Hua, SUN Zhongguang, LI Shaogang, LI Lianghong, TIAN Lingtao. Surrounding Rock Deformation Mechanism and Control Technology of Soft Coal Roadway at Fully Mechanized Working Face[J]. Safety in Coal Mines, 2015, 46(3): 234-236,240.

    综采工作面软岩煤巷围岩变形原理及控制技术

    Surrounding Rock Deformation Mechanism and Control Technology of Soft Coal Roadway at Fully Mechanized Working Face

    • 摘要: 为解决察哈素煤矿软岩煤巷受采动影响产生的围岩变形和支护困难问题,采用理论分析和数值模拟相结合的方法,分析多次采动影响下巷道片帮和底鼓机理,得出护巷煤柱合理留设宽度,并在原支护方案的基础上设计31采区巷道改进支护方案。研究结果表明:该矿巷道底板为膨胀-挠曲复合型底鼓,煤柱片帮主要受煤柱尺寸影响。加大煤柱留设宽度至25 m可有效降低煤柱内侧向应力峰值和底板底鼓变形,减轻煤巷片帮;采用“补打底角锚杆+增加两帮支护密度+增加锚杆(索)长度”综合补强措施,可增强煤柱自承力和控制底鼓变形,有效控制现场围岩变形和破坏。

       

      Abstract: To solve the problem of coal roadway deformation in soft rock roadway affected by dynamic pressure influence in Chahasu Coal Mine, combined the theories and computer numerical simulation, we analyzed the floor heave and spalling mechanism under the influence of multiple minin, calculated a rational pillar size and designed bolt-cable coupling improvement support projects in No.31 mining area on the basis of the original support plan. The study result shows that it was expansion-flexural composite of floor heave and rib spalling affected by coal pillar size. It can effectively control the volume expansion of floor heave at the roadway bottom and reduce the impact of the surrounding rock pressure of two sides on the floor by increasing coal pillar size to 25 m and using "add floor rock bolt and increase support density in two sides of roadway and enlarge anchor length" comprehensive reinforced support means.

       

    /

    返回文章
    返回