崔安义. 浅埋深薄基岩煤层顶板破断前后承压拱变化特征[J]. 煤矿安全, 2012, 43(7): 210-212,216.
    引用本文: 崔安义. 浅埋深薄基岩煤层顶板破断前后承压拱变化特征[J]. 煤矿安全, 2012, 43(7): 210-212,216.
    CUI An-yi. The Variation Characteristics of Bearing Arch Before and After Roof Breaking in Shallow Buried Depth and Thin Bedrock Coal Seam[J]. Safety in Coal Mines, 2012, 43(7): 210-212,216.
    Citation: CUI An-yi. The Variation Characteristics of Bearing Arch Before and After Roof Breaking in Shallow Buried Depth and Thin Bedrock Coal Seam[J]. Safety in Coal Mines, 2012, 43(7): 210-212,216.

    浅埋深薄基岩煤层顶板破断前后承压拱变化特征

    The Variation Characteristics of Bearing Arch Before and After Roof Breaking in Shallow Buried Depth and Thin Bedrock Coal Seam

    • 摘要: 为防止西部浅埋深薄基岩煤层开采过程中出现严重的开采损害问题,基于3DEC离散元软件,采用数值模拟的方法,研究了煤层顶板破断前后承压拱的变化特征。研究结果表明,上覆岩层在空间上存在能保持相对稳定的承压拱结构,该结构能在一定程度上保护工作面回采空间的安全;承压拱结构随着工作面推进而发生动态变化,当薄基岩全部破断时,承压拱结构发生失稳破坏,此时上覆的基岩层和第四系松散层的重力全部作用在支架上,容易造成切顶压架事故,应引起足够的重视。

       

      Abstract: In order to prevent the serious problem of mining damage in the mining process of Western shallow buried depth and thin bedrock coal seam,based on 3DEC discrete element software,using numerical simulation method,the variation characteristics of bearing arch before and after roof breaking of coal seam are researched.The results show that a bearing arch structure which can maintain relatively stable is in the overlying strata,the structure can protect the safety of mining space to some extent;bearing arch structure changed dynamically with the working face advancing,when the thin bedrock was completely broke,the pressure bearing arch structure was instability and damaged at the same time,and the gravity created by bedrock layers and quaternary system loose bed all impacted on the support,which easily caused the accident of roof cutting and pressing support,so the enough attention should be taken.

       

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