综放工作面预筑混凝土墙沿空掘巷围岩稳定性研究

    Research on the surrounding rock stability of caving excavation along goaf with pre-built concrete wall in fully mechanized caving face

    • 摘要: 针对煤炭资源回收率低及沿空巷道围岩稳定性差等问题,本文以金星煤业3#煤层综放工作面为研究背景,提出了采用预筑混凝土墙沿空掘巷技术,采用理论分析和数值模拟结合的方法,对预筑混凝土墙沿空掘巷巷道围岩及巷旁墙体在采动影响下的稳定性进行研究。研究结果表明:①结合矿井开采条件,设计出包括原巷道扩帮、支护,巷旁墙体构筑及下区段巷道的支护方案。②经计算,巷旁墙体的安全系数和抗滑安全系数均满足安全要求。结合数值计算分析,3101运输顺槽、3102回风顺槽在工作面开采过程中,巷道顶板下沉量均在可控制范围内,同时巷旁墙体在两个工作面回采过程中均出现应力集中,应力峰值分别为墙体设计强度的56.40%和79.70%,墙体变形量均小于15 mm,巷道围岩及墙体稳定性良好。③现场监测表明,研究成果在现场应用后,巷道、墙体变形量均在可控制范围内,应用效果显著。研究成果为此类工程应用提供参考。

       

      Abstract: Aiming at the problems of low recovery rate of high-quality and scarce coal resources and poor stability of surrounding rock of goaf roadway, takes the No. 3 coal seam fully mechanized caving face of Jinxing Coal Industry as the research background, proposes the use of excavation along goaf with pre-built concrete wall technology, combined with theoretical analysis and numerical simulation methods, to study the stability of the surrounding rock and wall besides roadway of excavation along goaf with pre-built concrete wall under the influence of mining. The results show that the support scheme including the expansion and support of the original roadway, the construction of the wall beside the roadway and the roadway in the lower section is designed. According to the calculation, the safety factor and anti-sliding safety factor of the wall beside the roadway are greater than the standard value, and the wall design meets the safety requirements. Combined with the numerical calculation and analysis, the subsidence of the roadway roof in the working face mining process of 3101 transportation channeling and 3102 return air channeling is within the controllable range. Stress concentration occurs in the wall beside the roadway during the mining of two working faces, and the peak stress is 56.40% and 79.70% of the design strength of the wall, respectively. The deformation of the wall is less than 15 mm, and the surrounding rock of the roadway and the wall have good stability. Field monitoring show that after the research results are applied in the field, the deformation of roadway and wall is within the controllable range, and the application effect is remarkable. The research results provide reference for engineering applications under similar conditions.

       

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