煤炭工程 ›› 2026, Vol. 58 ›› Issue (7): 36-44.doi: 10.11799/ce202607006

• 施工技术 • 上一篇    下一篇

“爆注弱化-注浆强化”石门揭煤防突技术研究

罗飞扬,杨 威   

  1. 中国矿业大学 安全工程学院,江苏 徐州 221116
  • 收稿日期:2026-01-13 修回日期:2026-04-12 出版日期:2026-07-15 发布日期:2026-08-03
  • 通讯作者: 杨威 E-mail:ywcumt@163.com

Study on a rock cross-cut coal uncovering outburst prevention technology based on blasting-injection weakening and grouting reinforcement#br#

  • Received:2026-01-13 Revised:2026-04-12 Online:2026-07-15 Published:2026-08-03
  • Contact: Yang weiwei E-mail:ywcumt@163.com

摘要:

针对深部石门揭煤应力卸除难、能量释放规律不明、防突难度大的难题,研究并明确了构造包体在高应力-瓦斯压力梯度下的能量积聚与连锁破坏是突出核心诱因。提出“爆注弱化-注浆强化”协同防突新技术:掘进头前方设1个爆注孔与12个控制孔,经爆破卸压预制裂隙、注水扩缝降压、瓦斯抽采、注浆强化,形成“强弱强”结构圈层。并采用FLAC3D建立模型模拟该方法,结果显示: 该方法处理后煤层在巷道两侧形成约10m卸压区,平均应力降至2.5MPa,应力集中显著降低;揭煤过程中,控制区弹性能释放量较于常规方法处理煤层减少两个量级,巷道顶底板最大位移减少60%,塑性破坏区范围缩小,防突效果显著。并通过优化确定“强度4”为最佳注浆参数,实现卸压、变形控制与能量调控最优平衡,规避过度强化边际效益衰减。

Abstract:

To tackle the critical challenges of difficult stress relief, unclear energy release laws, and high outburst prevention difficulty in deep cross-measure coal uncovering, this study identifies that the energy accumulation and chain failure of structural inclusions under high stress-gas pressure gradients are the core inducing factors for coal and gas outburst. A novel synergistic outburst prevention technology of blasting-injection weakening combined with grouting reinforcement is proposed. Specifically, one blasting-injection hole and twelve control holes are arranged ahead of the heading face. Through a sequential implementation of pressure-relief blasting for prefabricating fractures, water injection for fracture expansion and pressure reduction, gas extraction, and grouting reinforcement, a "strong-weak-strong" structural zonal layer is formed. A numerical model was established via FLAC3D to simulate the proposed technology. The simulation results show that with this method, a stress relief zone of approximately 10 m is formed on both sides of the roadway within the coal seam, with the average stress reduced to 2.5 MPa, indicating a significant mitigation of stress concentration. During the coal uncovering process, the elastic energy release in the control zone is reduced by two orders of magnitude compared with coal seams treated by conventional methods; the maximum displacement of the roadway roof and floor is decreased by 60%, and the scope of the plastic failure zone is narrowed, which verifies the remarkable outburst prevention effect of the technology.Furthermore, parameter optimization confirms that "Strength Grade 4" is the optimal grouting parameter. It achieves the optimal balance among pressure relief, deformation control and energy regulation, and avoids the attenuation of marginal benefits caused by excessive reinforcement.

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