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    富家凹煤业切顶留巷无煤柱开采技术研究与应用

    Study and application of roof-cutting gob-side entry retaining technology for no pillar mining in Fujia’ao Coal Mine

    • 摘要: 为解决留设煤柱引发的应力集中、采空区及工作面上隅角瓦斯聚集、煤柱自燃等灾害问题,在富家凹煤业11309工作面开展了切顶留巷无煤柱开采技术研究。基于切顶“短臂梁”理论提出了富家凹煤业切顶留巷无煤柱开采工艺技术。通过理论分析及数值模拟对11309回风巷切顶参数进行了方案设计,确定了顶板预裂爆破切缝参数、顶板补强支护形式及动压区域加强支护方案。开展了现场工程试验并对巷道围岩进行了矿压监测,巷道顶底板移近量小于500 mm,巷道两帮移近量小于350 mm。研究结果表明,采用切顶留巷无煤柱开采技术取得了较好的工程效果,留巷段变形量均在可控范围内,留巷整体效果较好,满足现场安全生产需求。

       

      Abstract: To address disaster-related problems induced by retained coal pillars, including stress concentration, gas accumulation in the goaf and the upper corner of the working face, and spontaneous combustion of coal pillars, a study on roof-cutting gob-side entry retaining technology for no pillar mining was conducted in the 11309 working face of Fujia’ao Coal Mine. Based on the theory of the “roof-cutting short cantilever beam”, a no pillar mining process using roof-cutting gob-side entry retaining was proposed for Fujia’ao Coal Mine. Through theoretical analysis and numerical simulation, the roof-cutting parameters of the 11309 return airway were designed, and the roof pre-splitting blasting cutting parameters, roof reinforcement support scheme, and strengthened support scheme for the dynamic pressure zone were determined. Field engineering tests were subsequently carried out, and rock pressure monitoring of the surrounding rock of the roadway was performed. The roof-to-floor convergence of the roadway was less than 500 mm, while the side-to-side convergence was less than 350 mm. The results indicate that the application of roof-cutting gob-side entry retaining technology for no pillar mining achieved favorable engineering performance. The deformation of the retained roadway section remained within a controllable range, and the overall retaining effect was satisfactory, thereby meeting the requirements of safe on-site production.

       

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