覆岩离层注浆充填减沉保护地表建筑物应用浅析

    Analysis of overburden bed-separation grouting filling for subsidence reduction and surface building protection

    • 摘要: 建筑物下压煤资源的释放不仅可以提高资源利用效率,还能够实现煤炭资源的绿色开采。为保证地表建筑物在其下方煤炭开采影响下的稳定性,在对矿井固废离层注浆充填技术原理分析的基础上,通过理论分析方法对地面离层注浆方案进行设计与现场应用。结果表明:固定边界条件下直接进行主要注浆层位注浆、非固定边界条件下先进行次要注浆层位注浆再进行主要注浆层位注浆,水灰比1.3~1.5∶1,注浆压力为3~3.5 MPa的注浆参数可以有效减小工作面周期来压步距,增大支架末阻力,起到“压下”作用;地表最大下沉量、最大下沉速度和最大曲率值均显著减小,起到“托上”作用。地表离层注浆技术在保护地表建筑物的同时实现了压煤资源的开采。

       

      Abstract: The extraction of coal resources under buildings not only improves resource utilization efficiency but also enables green coal mining. To ensure the stability of surface buildings affected by underlying coal extraction, this study analyzes the principle of mine solid waste bed-separation grouting filling technology, and then designs a surface bed-separation grouting scheme using theoretical analysis, followed by field application. The results show that: under fixed boundary conditions, grouting is directly applied to the main injection layer; under non-fixed boundary conditions, grouting is first applied to the secondary injection layer and then to the main injection layer. Using grouting parameters with a water-cement ratio of 1.3~1.5:1 and an injection pressure of 3~3.5 MPa can effectively reduce the periodic weighting step of the working face, increase the final support resistance, and exert a "pressing-down" effect. Meanwhile, the maximum surface subsidence, maximum subsidence velocity, and maximum curvature are all significantly reduced, demonstrating an "uplifting" effect. Surface bed-separation grouting technology thus enables the extraction of coal resources under buildings while protecting the surface buildings.

       

    /

    返回文章
    返回