大变形玻璃钢锚杆支护下巷道变形规律数值分析
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Numerical Analysis of Roadway Deformation Law under Large Deformation FRP Bolt Support
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    摘要:

    为了发现大变形玻璃钢锚杆支护下巷道变形规律,利用数值模拟软件,建立三维计算模型,对比分析常规玻璃钢锚杆和大变形玻璃钢锚杆支护效果。结果表明:工作面采空区首次见方和二次见方时,巷道呈现向内收缩的趋势,塑性区主要集中在巷道四周;回采侧帮水平位移和顶板沉降量均呈现先逐渐减小后趋于稳定的趋势;采空区首次见方和二次见方时,在监测范围内,回采侧帮的最大水平位移均已经达到常规玻璃钢锚杆的破断位移,但均未达到大变形玻璃钢锚杆的破断位移,常规玻璃钢锚杆不满足支护要求,大变形玻璃钢锚杆满足支护要求。

    Abstract:

    In order to find out the deformation law of roadway under the support of large deformation fiberglass bolt, a three-dimensional calculation model was established by using numerical simulation software, and the support effect of conventional fiberglass bolt and large deformation fiberglass bolt was compared and analyzed. The results show that when the goaf of the working face is squared for the first time and squared for the second time, the roadway shows a trend of inward contraction, and the plastic zone is mainly concentrated around the roadway. The horizontal displacement of the mining side and the settlement of the roof show a trend of gradually decreasing and then tending to be stable. When the goaf is first and second square, within the monitoring range, the maximum horizontal displacement of the mining side has reached the breaking displacement of the conventional FRP anchor rod, but it has not reached the breaking displacement of the large deformation FRP anchor rod. The conventional FRP anchor rod does not meet the support requirements, and the large deformation FRP anchor rod meets the support requirements.

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陈国华.大变形玻璃钢锚杆支护下巷道变形规律数值分析[J].科技与产业,2025,25(01):1-8

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  • 在线发布日期: 2025-01-23
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