煤炭工程 ›› 2022, Vol. 54 ›› Issue (10): 57-61.doi: 10.11799/ce202210011

• 施工技术 • 上一篇    下一篇

分区域主动式超前支护技术研究及应用

王宜清,马守龙,姚强岭,范钰鑫,刘志超   

  1. 1. 枣庄矿业(集团)有限责任公司七五煤矿
    2. 中国矿业大学
    3. 中国矿业大学矿业工程学院
  • 收稿日期:2022-08-16 修回日期:2022-09-06 出版日期:2022-10-14 发布日期:2023-01-06
  • 通讯作者: 范钰鑫 E-mail:ts21020102p21@cumt.edu.cn

Active advance support technology and Practice of “Regional differentiation”

  • Received:2022-08-16 Revised:2022-09-06 Online:2022-10-14 Published:2023-01-06

摘要: 针对厚硬顶板工作面被动式超前支护劳动强度大、开采效率低等问题,以七五煤矿3上217运输巷为研究对象,开展了巷道围岩内部结构现场测试,揭示了3上煤层巷道顶板裂隙发育规律,并根据巷道围岩力学模型计算了超前支承压力。基于此,提出了分区域主动式超前支护方案,并通过支护强度校核公式,对各阶段主动式超前支护方案进行了验算,满足超前支护要求。工业试验表明,巷道顶底板相对移近量及两帮相对移近量最大分别为50mm和56mm,顶板无明显破碎或离层出现,仅在浅部出现少量横向裂隙。可见,主动式超前支护完全能够满足超前支承压力区支护质量的需要,围岩稳定性更强,能更好地控制围岩裂隙发育,而且改善了工人劳动环境,降低安全隐患,为类似地质条件下回采巷道主动式超前支护提供了参考。

关键词: 分区域支护, 主动式超前支护, 围岩变形, 注浆锚索, 矿压监测

Abstract: The support form of "single/hydraulic support" in advance section of two roadway in longwall coal face does not match the development trend of automation and intelligence of the working face. The active advance support technology provides a feasible technical path to realize the dehumanization of advance section of two roadway. Aiming at the problems of high labor intensity and low mining efficiency of passive advanced support in thick and hard roof working face of Qiwu Coal Mine, the field test of roadway surrounding rock structure was carried out with 217 working face transport lane as the research object, and the crack development law of roadway roof in 3 upper coal seam was revealed, and the advanced abutments pressure was calculated according to the mechanical model of roadway surrounding rock. Based on this, the "regional differentiation" active advanced support scheme was proposed, and the active advanced support scheme was checked at each stage through the support strength checking formula, which met the requirements of advanced support. The industrial test shows that the maximum relative movement of roof and floor is 50 mm, and the maximum relative movement of two sides is 56 mm. There is no obvious breakage or separation in the roof, and only a small amount of 0.01 m transverse cracks appear in the shallow part. Therefore, active forepole can completely meet the needs of the abutment pressure area supporting quality, the stability of surrounding rock is stronger, better able to control the surrounding rock fracture, and improved the labor environment, reduce the security hidden danger, enrich the active forepole project cases, for the similar geological conditions of extraction roadway active support to provide the reference in advance.

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