“三软地层”超前探放水综合控制技术

    Comprehensive control technology for advanced water exploration and drainage of “three soft strata”

    • 摘要: “三软地层”探放水钻孔孔口管固管安装困难、顶板遇水塌陷渗水、疏放水钻孔坍塌堵孔以及钻孔缩颈的施工技术一直难以解决。通过理论计算与工程实践,摸索了一套探放水创新施工工艺,进行了优化钻孔参数设计,11701工作面大部分顶板疏放水钻孔垂高取200 m,终孔孔距不大于60 m,富水区域进行加密。技术上攻克了套管加长后固结难的技术难题,研发出一套“分级注浆固管法”,将整个套管牢固安装在设计位置,实现了在软岩区域快速固结安装超长孔口套管的新工法。针对“三软地层”的钻孔探放水,为了解决“三软地层”的探放水钻孔在成孔后坍塌堵塞的技术难题,创造性的研发出三级注浆以及“全孔花管护壁新工艺”;工程实践证明该套技术方案很好地解决了“三软地层”探放水钻孔施工难题。

       

      Abstract: The construction challenges of installing casing pipes for water exploration and drainage boreholes in “three soft strata”, dealing with roof collapses and water seepage upon encountering water, borehole collapses and blockages, and borehole necking have long been difficult to resolve. Through theoretical calculations and engineering practice, an innovative construction technique for water exploration and drainage has been developed. Optimization of drilling parameters: the vertical height of most drainage water drilling holes on the roof of the 11701 working face is set at 200 m, with a final hole spacing not exceeding 60 m. This densification approach has targeted water-rich areas. Technological advancement has overcome the challenge of difficult consolidation after casing elongation, resulting in the development of a “graded grouting for pipe stabilization” method. This innovative approach ensures the secure installation of the entire casing at the designated position, facilitating rapid stabilization and installation of extra-long casing in soft rock regions. To address the technical challenges of collapse and blockage in water exploration drilling holes in the “three soft strata,” innovative solutions have been developed, including the three-stage grouting and the “full-hole flower tube wall protection” new technique. Engineering practice has demonstrated the effectiveness of this technology suite in overcoming the construction difficulties encountered in water exploration drilling holes in the “three soft strata.”

       

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