煤炭工程 ›› 2025, Vol. 57 ›› Issue (9): 207-216.doi: 10. 11799/ ce202509027

• 装备技术 • 上一篇    下一篇

大采高工作面厚层砂岩破断运移及支架载荷特性研究

王君,王飞,宋万新   

  1. 1. 中国矿业大学 煤炭精细勘探与智能开发全国重点实验室,江苏 徐州 221116

    2. 浙江省第三地质大队,浙江 金华 321000

  • 收稿日期:2024-09-06 修回日期:2025-01-16 出版日期:2025-09-10 发布日期:2025-10-13
  • 通讯作者: 王飞 E-mail:77036893@qq.com

Research on the evolution mechanism of time-space loading in large mining height working face and the characteristics of brace resistance increase

  • Received:2024-09-06 Revised:2025-01-16 Online:2025-09-10 Published:2025-10-13
  • Contact: Fei WANG FeiWANG E-mail:77036893@qq.com

摘要:

针对大采高工作面厚层砂岩顶板破断矿压显现剧烈难题,基于理论分析、相似模拟实验及现场试验,对小保当煤矿一号井大采高工作面覆岩运移及矿压显现规律进行研究。研究结果表明:液压支架工作阻力P与直接顶悬顶长度L4成反比,与基本顶悬臂梁长度L1、回转角度θ及其基本顶上覆载荷强度成正相关;大采高一次采全高工作面一次回采期间采空区岩梁总体呈现“F”型分布,基本顶初次垮落步距约为70m,周期垮落步距约为15m,矿压集中系数约为1.8;二次回采期间留设煤柱周围岩梁总体呈现“T”型分布,基本顶初次垮落步距约为50m,周期垮落步距约为15m,矿压集中系数约为2.2,二次采动期间覆岩顶板应力集中度显著较高;煤柱区域呈现高应力集中;工作面二次采动期间支架载荷强度相较于单一采面采动期间高约21%,来压期间液压支架工作阻力增幅显著小于一次回采,此外,工作面上部临空段应力载荷显著较高;基于研究结果,生产矿井更新新型液压支架,并增大了额定工作阻力,有效提升了工作面的安全回采系数。

关键词:

大采高工作面 , 支架载荷 , 相似模拟,  , 应力分布

Abstract:

Abstract: Based on theoretical analysis, similar simulation experiments, and field tests, a study was conducted on the movement of overlying strata and the manifestation of mining pressure in a thick sandstone roof of a large mining face in northern Shaanxi. The research results showed that the working resistance P of the hydraulic support was inversely proportional to the length L4 of the direct top suspension, and positively correlated with the length L1 of the basic top cantilever beam, the rotation angle θ, and the strength k1 γ 1h1 of the basic top overlying load; The overall distribution of rock beams in the goaf during the single mining period of the full height working face with large mining height is in an "F" shape, with a basic top initial collapse step distance of about 70 meters, a periodic collapse step distance of about 15 meters, and a mining pressure concentration coefficient of about 1.8; During the secondary mining period, the rock beams around the coal pillars are generally distributed in a "T" shape, with a basic initial collapse step distance of about 50 meters and a periodic collapse step distance of about 15 meters. The concentration coefficient of mining pressure is about 2.2, and the stress concentration of the overlying rock roof is significantly higher during the secondary mining period; The coal pillar area exhibits high stress concentration; The load strength of the support during the secondary mining period of the working face is about 21% higher than that during the single mining period. The increase in working resistance of the hydraulic support during the pressure period is significantly smaller than that during the primary mining. In addition, the stress load of the upper goaf section of the working face is significantly higher; Based on the research results, the mining party has updated a new type of hydraulic support and increased the rated working resistance, effectively improving the safety recovery coefficient of the working face and providing theoretical basis for safe and efficient production in similar mines.

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