长壁式柔模矸石料浆充填开采试验研究

Experimental study on longwall flexible mold gangue slurry filling mining

  • 摘要: 【目的】为解决煤矿“三下”开采和矸石处理难题,以郭庄煤矿CT1305工作面为研究对象,开展了柔模矸石料浆充填开采试验研究。【方法】根据对充填开采地表沉降控制目标使用“概率积分法”计算出采空区的理论充实率应不低于80%,通过“胶结充填体强度需求设计方法”计算出柔模矸石料浆充填体最低强度应不低于2.43 MPa。【结果及结论】通过多次试验表明,当水泥、粉煤灰、煤矸石和水的比例为1∶3.3∶9∶2.35时,矸石料浆的质量浓度为85%、充填体的终凝强度在2.51 MPa以上,满足泵送和充填需要;并且通过多组数值模拟结果显示,使用柔模矸石料浆作为充填材料,当采空区充实率达到80%时,地表最大下沉值为201 mm,地表水平变形为1.87 mm/m、倾斜变形为1.23 mm/m、曲率为0.011×10−3 m−1,可满足地表沉降控制需要,为后续矿井的工业性试验提供了理论基础和参考。

     

    Abstract: In order to solve the problem of "three-underground" mining and gangue disposal in coal mine, a flexible mold slurry filling mining experimental study was carried out on the CT1305 face of Guozhuang Coal Mine. According to the surface settlement control target of filling mining, the theoretical filling rate of goaf should be not less than 80% by using the "probability integral method", and the minimum strength of flexible mode slurry filling body should be not less than 2.43 MPa by using the "strength requirement design method of cemented filling body". Multiple tests show that when the ratio of cement, fly ash, coal gangue and water is 1:3.33:9:2.35, the mass concentration of slurry is 85% and the final coagulation strength of backfill body is above 2.51 MPa, which meets the needs of pumping and filling. Moreover, multiple sets of numerical simulation results show that when the filling rate of goaf reaches 80%, the maximum surface subsidence value is 201mm, the surface horizontal deformation is 1.87 mm/m, the inclined deformation is 1.23 mm/m, and the curvature is 0.011×10−3 m-1 to meet the requirements of surface settlement control. The study provides the theoretical basis and reference for the subsequent mine industrial test.

     

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