薄直接顶下大采高综放采场支架工作阻力研究

    Study on Determination of Working Resistance of Supports in Large Height and Fully Mechanized Caving Mining Face Under Thin Direct Roof

    • 摘要: 为提出适用于薄直接顶下大采高综放开采工作面支架-围岩力学关系,并推导出液压支架工作阻力计算公式,以斜沟煤矿13#煤层开采为工程背景,采用理论分析方法进行研究,并采用数值模拟及现场观测方式进行验证。使用推等的公式计算得出13#煤层开采时工作面最大支护阻力为16 978.3 kN,支护强度约1.39 MPa。3DEC模拟结果显示:支护强度为0.8 MPa时,工作面有压架危险,支护强度为1.2 MPa时,采取合理卸压方式可较好控制顶板,支护强度为1.6 MPa时,顶板可被安全控制;现场矿压观测结果显示:工作面开采过程中支架承受最大载荷为16 182 kN。

       

      Abstract: To propose the mechanical relationship between the support and the surrounding rock of the large-scale high-level fully mechanized top coal caving mining face, and to derive the calculation formula of the working resistance of the hydraulic support, the 13# coal seam mining of Xiegou Coal Mine is used as the engineering background, and the theoretical analysis method is adopted. The research was carried out and verified by numerical simulation and on-site observation. When the 13# coal seam is mined, the maximum support resistance of the working face is 16 978.3 kN, and the support strength is about 1.39 MPa. The 3DEC simulation results show that when the support strength is 0.8 MPa, there is a risk of pressure on the working face. When the support strength is 1.2 MPa, the reasonable pressure relief method can better control the roof and support. When the strength is 1.6 MPa, the roof can be safely controlled; the on-site ore pressure observation shows that the maximum load of the bracket during the mining process is 16 182 kN.

       

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