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浅埋深沿空留巷充填体载荷估算方法探讨与实践

Practice and Discussion of Filling Body Loading Estimation Method of Gob Side Entry Retaining In Shallow

  • 摘要: 针对目前浅埋深沿空留巷中充填体承载特性不明确,载荷计算公式缺乏的现状,通过理论分析、现场验证等方式进行了浅埋深高强度充填体的承载特性及载荷计算的探索。结果表明:浅埋深沿空留巷中混凝土充填体呈现控制变形特性,表现为巷道变形小,充填体载荷大。基于长壁工作面煤柱稳定性分析方法,提出沿空留巷充填体最大载荷估算公式。现场验证表明公式较好吻合浅埋深条件下沿空留巷充填体的实测载荷,可为类似条件下的沿空留巷充填参数设计提供一定的参考。

     

    Abstract: To the problems of loading calculation formula absent and backfill body loading characteristics of gob-side entry retaining in shallow,the loading characteristic and evaluation of filling body were explored by theoretical analysis and field verify.The results showed that the deformation characteristics of concrete filling body appeared as controlling deformation character,it was small deformation of roadway and large loading of filling body.Based on coal pillar stability analysis method of long wall working face,and then the maximum loading evaluation formula of filling body was put forward,verified by field testing.It could reference for similar situation.

     

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