煤炭工程 ›› 2026, Vol. 58 ›› Issue (5): 141-150.doi: 10.11799/ce202605018

• 研究探讨 • 上一篇    下一篇

特厚煤层坚硬顶板“爆破预裂-大直径钻孔”联合卸压技术研究

闫寿庆,李青海,张金良,王国徽,邢 侠,侯 雷,王绪奎,马小勇   

  1. 1. 扎赉诺尔煤业有限责任公司,内蒙古 满洲里 021410

    2. 山东科技大学 能源与矿业工程学院,山东 青岛 266590

    3. 扎赉诺尔煤业有限责任公司 灵泉矿,内蒙古 满洲里 021410

    4. 山东济矿鲁能煤电股份有限公司 阳城煤矿,山东 济宁 272502

  • 收稿日期:2025-09-04 修回日期:2026-01-14 出版日期:2026-05-15 发布日期:2026-05-27
  • 通讯作者: 李青海 E-mail:liqinghai@sdust.edu.cn

Study on combined pressure relief technology of blasting pre-splitting and large-diameter boreholes for hard roofs in extra-thick coal seams 

  • Received:2025-09-04 Revised:2026-01-14 Online:2026-05-15 Published:2026-05-27
  • Contact: Li Qinghai E-mail:liqinghai@sdust.edu.cn

摘要:

为解决特厚煤层坚硬顶板条件下临空巷道矿压显现强烈的问题,以济矿集团阳城煤矿4305 工作面为工程背景,提出了“爆破预裂-大直径钻孔”联合卸压技术。通过理论分析、数值模拟与现场监测相结合的方法,研究了不同联合卸压技术参数下巷道围岩位移与应力演化规律。结果表明:基于关键层理论,确定顶板爆破目标层为距煤层2.0m处的15.1m厚细砂岩和37.6m处的10.6m厚细砂岩,预裂高度分别为17.1m48.2m;采空区侧爆破角度为83°87°,实体煤侧爆破角度为38°66°。利用FLAC3D软件分析了不同卸压参数下巷道围岩位移与应力变化,最优方案确定为采用Φ250mm×30m钻孔按3m间距布置,并结合差异化爆破角度,可使巷道顶板最大位移降至3.55cm,垂直应力峰值控制在0.3MPa,形成了“深浅协同、分层破断”的立体卸压体系。现场通过对比卸压区与未卸压区巷道围岩变形数据表明,联合卸压技术显著减少了巷道顶底板及两帮的移近量。该技术有效提升了临空巷道围岩稳定性,为特厚煤层坚硬顶板条件下冲击灾害防控提供了理论依据与工程应用支持。

关键词:

特厚煤层, 坚硬顶板, 联合卸压, 大直径钻孔, 爆破预裂

Abstract:

To solve the problem of strong mine pressure in the free roadway under the condition of hard roof in extremely thick coal seam, taking the 4305 working face of Yangcheng Coal Mine of Jinan Mining Group as the engineering background, a joint "blasting pre-splitting-large diameter drilling" pressure relief technology for hard roof in thick coal seam was proposed. Through a combination of theoretical analysis, numerical simulation and on-site monitoring, the evolution laws of surrounding rock displacement and stress under different joint pressure relief technical parameters are studied. The results indicate that based on key stratum theory, the target blasting layers were identified as 15.1 m fine sandstone located 2.0 m above the coal seam and 10.6 m fine sandstone at 37.6 m above the coal seam, with pre-splitting heights of 17.1 m and 48.2 m, respectively. The blasting angles were determined as 83° and 87° on the goaf side, and 38° and 66° on the solid coal side. Using Flac3D to analyze the displacement and stress changes in surrounding rock of roadways under different combined pressure relief technical parameters, the optimal solution was determined as follows: drilling holes of φ250 mm×30m arranged at a spacing of 3m, combined with differentiated blasting angles, resulting in a maximum roof displacement reduction to 3.55 cm and a peak vertical stress controlled below 6 MPa. This approach established a three-dimensional pressure relief system characterized by "deep-shallow synergy and layered fracture." Field comparisons between the pressure-relief zone and the non-pressure-relief zone showed that the combined pressure relief technology significantly reduced the convergence of the roof and floor, and two sides of the roadway. The combined pressure relief technology effectively enhanced the stability of the surrounding rock in the gob-side entry, providing a theoretical basis and engineering application support for the prevention and control of rock pressure disasters under conditions of extra-thick coal seams and hard roof strata.

中图分类号: