万峰, 汪占领, 张洪清, 范明建, 闫寿庆, 郭罡业. 预应力连续性围岩控制技术研究与应用[J]. 煤矿安全, 2021, 52(11): 104-109.
    引用本文: 万峰, 汪占领, 张洪清, 范明建, 闫寿庆, 郭罡业. 预应力连续性围岩控制技术研究与应用[J]. 煤矿安全, 2021, 52(11): 104-109.
    WAN Feng, WANG Zhanling, ZHANG Hongqing, FAN Mingjian, YAN Shouqing, GUO Gangye. Research and application of pre-stressed continuous surrounding rock control technology[J]. Safety in Coal Mines, 2021, 52(11): 104-109.
    Citation: WAN Feng, WANG Zhanling, ZHANG Hongqing, FAN Mingjian, YAN Shouqing, GUO Gangye. Research and application of pre-stressed continuous surrounding rock control technology[J]. Safety in Coal Mines, 2021, 52(11): 104-109.

    预应力连续性围岩控制技术研究与应用

    Research and application of pre-stressed continuous surrounding rock control technology

    • 摘要: 针对灵东矿Ⅱ2-1煤五面回风巷变形破坏严重,导致无法安全高效生产的问题,提出预应力连续性围岩控制技术进行围岩控制;通过理论分析建立锚杆预应力在围岩中传递的力学模型,基于Ⅱ2-1煤围岩地质条件,采用FLAC3D数值模拟分析了不同预紧力下预应力扩散规律,并模拟分析了M5型钢带对预应力扩散的效应;最后,将设计的预应力连续场围岩控制方案进行现场实施。结果表明:当锚杆间排距为900 mm×900 mm时,锚杆预紧力在100 kN以上时,预应力场可以相互叠加;M5型钢除了护表作用,可以进一步扩散锚杆预应力;在合理减小巷道断面尺寸后,采用“锚杆+锚索+锚网+M5型钢带”强预应力连续场控制方案,可使灵东矿Ⅱ2-1煤五面回风巷围岩变形整体降低70%以上。

       

      Abstract: Pre-stressed continuous surrounding rock control technology was proposed to solve the problem of serious deformation and destruction of the return air lane of No. 5 working face of Ⅱ2-1 coal in Lingdong Mine. First of all, the mechanical model of the anchor bolt pre-stress transfer in the surrounding rock was established through theoretical analysis. Next, based on the geological conditions of Ⅱ2-1 coal surrounding rock, FLAC3D numerical simulation was used to analyze the prestress diffusion law under different preloads, and the effect of M5 steel strip on prestress diffusion was simulated. Finally, the designed prestressed continuous surrounding rock control plan is implemented on site. The results show that the prestresses can be superimposed on each other when the row spacing between the anchor rods is 900 mm × 900 mm, and the anchor rod pretension is above 100 kN. In addition to the surface protection function, M5 steel can further diffuse the prestress of the anchor rod. After reasonably reducing the size of the roadway cross section, using strong prestressed continuous control scheme of the “bolt+anchor cable+anchor net+M5 steel belt” can reduce the surrounding rock deformation of the coal roadway by more than 70%.

       

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