高建成, 张宏伟, 荣 海, 赵象卓, 辛金鑫. 高膨胀松软围岩巷道支护技术[J]. 煤矿安全, 2021, 52(1): 92-97,102.
    引用本文: 高建成, 张宏伟, 荣 海, 赵象卓, 辛金鑫. 高膨胀松软围岩巷道支护技术[J]. 煤矿安全, 2021, 52(1): 92-97,102.
    GAO Jiancheng, ZHANG Hongwei, RONG Hai, ZHAO Xiangzhuo, XIN Jinxin. Bolting technology of serious swelling soft rock roadway[J]. Safety in Coal Mines, 2021, 52(1): 92-97,102.
    Citation: GAO Jiancheng, ZHANG Hongwei, RONG Hai, ZHAO Xiangzhuo, XIN Jinxin. Bolting technology of serious swelling soft rock roadway[J]. Safety in Coal Mines, 2021, 52(1): 92-97,102.

    高膨胀松软围岩巷道支护技术

    Bolting technology of serious swelling soft rock roadway

    • 摘要: 为了解决高膨胀松软围岩巷道顶板变形量大、锚杆脱落失效等问题,利用工程类比分析、数值模拟等方法对高膨胀软岩巷道稳定性影响因素及锚杆支护技术进行了研究。研究结果表明:高膨胀松软岩层强度低,遇水易膨胀软化,是顶板破坏失稳的内因,围岩高集中应力及支护强度不足是外因,可通过优化巷道布置方式、加强支护提高巷道稳定性。研究确定了高膨胀软岩巷道树脂加长锚固锚杆锚索组合支护方案,主要参数为:锚杆间排距800 mm×900 mm,锚杆预紧扭矩不小于400 N·m;锚索间排距1 600 mm×1 800 mm,每排2根,锚索预紧力为200~250 kN,并将设计支护方案进行了现场试验,取得了良好的支护效果。

       

      Abstract: For reducing the large roof deformation and bolt failure problems in serious swelling and soft rock roadway, influence factors of roadway stability and bolting technology in serious swelling soft rock roadway are studied based on engineering analogy analysis and numerical simulation. Research results show that the low strength of soft rock roof, easy swelling and softening of water are the internal causes of roof failure and instability. The external causes are high concentration stress of surrounding rock and insufficient supporting strength. The roadway stability can be improved by optimizing the layout of roadway and strengthened support. The combined bolting scheme of resin extended anchor bolt and cable in serious swelling soft rock roadway is determined, and the row spacing is 800 mm×900 mm, the pre-tightening torque of bolt is not less than 400 N·m, and the row spacing between cables is 1 600 mm×1 800 mm, and the anchor cable preload is 200-250 kN. The bolting scheme has been tested on the field, good supporting effect has been achieved.

       

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