乔燕珍. 上覆软岩大埋深小窑采空区注浆填充治理方法[J]. 煤矿安全, 2021, 52(7): 84-88.
    引用本文: 乔燕珍. 上覆软岩大埋深小窑采空区注浆填充治理方法[J]. 煤矿安全, 2021, 52(7): 84-88.
    QIAO Yanzhen. Grouting filling treatment method of goaf in small coal mine with soft rock roof and large buried depth[J]. Safety in Coal Mines, 2021, 52(7): 84-88.
    Citation: QIAO Yanzhen. Grouting filling treatment method of goaf in small coal mine with soft rock roof and large buried depth[J]. Safety in Coal Mines, 2021, 52(7): 84-88.

    上覆软岩大埋深小窑采空区注浆填充治理方法

    Grouting filling treatment method of goaf in small coal mine with soft rock roof and large buried depth

    • 摘要: 上覆软岩大埋深小窑采空区对区域的生产生活造成了严重的干扰,为减少这种负面效应,近年来相应修复技术成为研究热点。以宝日希勒露天煤矿为例,2010年至今矿区已开展多次采空区治理工程,形成了1套以人工投料为主的投砂注浆方法。对以往治理方法进行了改进,建立了1套安全高效的上覆软岩大埋深小窑采空区填充治理技术,并在宝日希勒矿区开展了实践应用,累计治理小窑采空区70万m2,注砂量近10万m3。结果表明:按照优先选择细砂岩作为采空区填充治理材料、液固配比设计范围为1∶1~1.2、注浆压力设计为0.8~1.0 MPa、结束阶段注浆压力大于1.0 MPa实施注浆,效果良好;同宝日希勒矿区以往注砂法相比,本次改进后的注砂方法注砂速度提升了2.9倍,成本下降了77%。

       

      Abstract: The goaf of small coal mine with large buried depth and overlying soft rock has seriously affected the economy and people’s daily life of the region. Thus, the related remediation methods attract more and more attention. Take Baorixile Open-pit Coal Mine as an example, many goaf treatment projects have been carried out in the mining area since 2010, and a set of sand injection grouting method based on manual feeding has been developed, adopted and evaluated. In this study, the previous treatment methods were modified. A set of safe and efficient filling treatment technology for shallow small kiln goaf in eastern Inner Mongolia grassland was developed and successfully applied in Baorixile Mining Area. A total area of 700,000 square meters of small coal mined-out have been remediated through an injection of nearly 100,000 cubic meters of sands. The implementation results demonstrate that the fine sand is preferred as the goaf filling treatment material. The result is satisfied with the following parameters: the design range of liquid-solid ratio is 1∶1-1.2, the grouting pressure is 0.8-1.0 MPa, and the grouting end stage is no less than 1.0 MPa. Compared with the previous sand injection methods in Baorixile Mining Area, the sand injection speed of this improved sand injection method is increased by 1.9 times and the cost is reduced by 77%. This method can be used as a typical technology to provide useful reference in the application research of the remediation of goaf of shallow small kiln in eastern Inner Mongolia grassland.

       

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