顶板深孔聚能爆破卸压护巷工艺

    The Technology of Pressure Relief and Roadway Protection by Deep Hole Energy Accumulation Blasting in Roof

    • 摘要: 王坡矿3306运输顺槽在3308综采工作面回采动压影响期间,出现了两帮强烈挤压、顶板破碎下沉和底板底鼓的全断面变形。为减小3308回采工作面对留用巷道的有害变形,避免留用巷道围岩剧烈变形破坏后进行二次维修,在3308回风顺槽顶板采用了深孔聚能爆破预裂卸压技术。FLAC3D模拟表明采取切顶措施后,靠近上端头区高应力区范围及高应力集中系数呈现明显缩小态势,留巷煤柱顶、底板岩层中垂直应力峰值降幅均大于20%,窥视表明岩体向上10~25 m范围内均产生较为明显的纵向爆破裂隙,现场实测表明预裂后煤柱顶底板及两帮累计移进量分别降低降低60%、40%,顶底板变形速度下降44%。

       

      Abstract: During the influence of mining dynamic pressure on the 3308 fully mechanized mining face, the 3306 transportation trough of Wangpo Mine experienced full section deformation due to strong compression of the two sides, broken and sinking of the roof, and bottom heave of the floor. In order to reduce the harmful deformation of the reserved roadway in the 3308 mining face and avoid severe deformation and damage of the surrounding rock of the reserved roadway, secondary maintenance is carried out. Deep hole shaped energy blasting pre splitting and pressure relief technology is used on the top plate of the 3308 return air passage. FLAC3D simulation shows that after the adoption of top cutting measures, the range of high stress areas and high stress concentration coefficient near the upper end area show a significant reduction trend. The vertical stress peak value in the top and bottom rock layers of the reserved coal pillar decreases by more than 20%. Peening shows that there are more obvious longitudinal blasting cracks in the rock mass within the range of 10 m to 25 m upward. Field measurements show that after pre splitting, the cumulative displacement of the top, bottom, and two sides of the coal pillar decreases by 60% and 40%, respectively, The deformation speed of the top and bottom plates decreased by 44%.

       

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