苏士龙, 高海海, 周康乐. 基于松动圈现场测试的非对称变形巷道支护技术研究[J]. 中国矿业, 2021, 30(1): 155-159,167. DOI: 10.12075/j.issn.1004-4051.2021.01.014
    引用本文: 苏士龙, 高海海, 周康乐. 基于松动圈现场测试的非对称变形巷道支护技术研究[J]. 中国矿业, 2021, 30(1): 155-159,167. DOI: 10.12075/j.issn.1004-4051.2021.01.014
    SU Shilong, GAO Haihai, ZHOU Kangle. Study on support technology of asymmetric deformation roadway based on field test of broken rock zone[J]. CHINA MINING MAGAZINE, 2021, 30(1): 155-159,167. DOI: 10.12075/j.issn.1004-4051.2021.01.014
    Citation: SU Shilong, GAO Haihai, ZHOU Kangle. Study on support technology of asymmetric deformation roadway based on field test of broken rock zone[J]. CHINA MINING MAGAZINE, 2021, 30(1): 155-159,167. DOI: 10.12075/j.issn.1004-4051.2021.01.014

    基于松动圈现场测试的非对称变形巷道支护技术研究

    Study on support technology of asymmetric deformation roadway based on field test of broken rock zone

    • 摘要: 针对山西省吉宁煤矿2103高应力综采沿空巷道帮部非对称变形、顶板下沉严重等矿压显现突出及围岩体破碎的问题,以巷道围岩松散破碎的超声波探测为依据,在原有支护形式的基础上进行了支护形式及参数优化。其中,临空侧采用高强蛇形让压锚杆配合锚索,实体煤侧采用玻璃钢锚杆,顶板采用锚网索配合JW型护表钢带的联合支护形式。巷道锚杆受力、围岩变形量及围岩裂隙发育的钻孔成像监测结果表明,不仅高应力综采沿空非对称变形得到有效控制,而且较原支护形式下的巷道围岩变形量其降低幅度达到50%,进一步验证了优化后的支护形式对高应力综采沿空巷道围岩的控制作用。研究结果可为相似地质条件及开采技术条件下高应力综采非对称变形巷道围岩的支护设计提供参考。

       

      Abstract: Aiming at the characteristics of unsymmetrical deformation of roadway side and serious roof subsidence along goaf in 2103 high stress fully mechanized mining in Jining coal mine of Shanxi province, the support form and parameters are optimized on the basis of the original support form based on the ultrasonic detection of loose and broken roadway surrounding rock.High-strength snake-shaped pressure-relief bolt with anchor cable, solid coal side with FRP bolt, roof with anchor mesh cable with JW steel sheet joint support form.Through borehole imaging monitoring of roadway bolt stress, surrounding rock deformation and development of surrounding rock fissures, not only asymmetric deformation along goaf in high stress fully mechanized mining is effectively controlled, but also the deformation of surrounding rock in roadway is reduced by 50% compared with that in original support form.It is further verified that the optimized support form is along goaf in high stress fully mechanized mining.Controlling effect of roadway surrounding rock.The research results provide a reference for the support design of the surrounding rock of asymmetric deformation roadway in high stress fully mechanized mining under similar geological conditions and mining technology conditions.

       

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