高应力半煤岩巷切顶沿空留巷控制技术

    Control technology of gob-side entry retaining by roof cutting in high stress semi-coal-rock roadway

    • 摘要: 深井高应力环境下,半煤岩巷道沿空留巷变形失稳问题突出,尤以巷帮鼓出最为严重,易引发巷道大变形甚至失效,直接影响工作面安全高效生产。以赤峪煤矿C1205工作面切顶沿空留巷为工程背景,综合采用理论计算、数值模拟与现场试验相结合的方法,分析原高水材料巷旁充填留巷在高应力环境、围岩自承能力弱、支护结构失效、巷道方位不利、巷旁支护体切顶阻力不足等因素作用下的围岩大变形失稳机制。通过理论计算确定了爆破切顶的关键参数,并利用数值模拟揭示了切顶高度与切顶角度对留巷围岩应力分布及变形特征的影响规律。结果表明:随切顶高度与切顶角度的增大,围岩应力向实体煤帮深部转移;在合理范围内,切顶高度与卸压效果呈正相关关系,而切顶角度存在临界值,切顶高度为8 m、切顶角度为15°时卸压效果最优。据此提出了“超前切顶卸压 + 巷内锚索补强 + 巷旁U型钢挡矸”分区加强支护技术,优化了顶板补强、巷内临时加强、巷旁挡矸等支护参数,并开展了工业性试验。试验结果表明:留巷稳定后,顶底板移近量为393 mm,两帮移近量为336 mm,锚索应力稳定在205~223 kN,围岩控制效果良好,实现了留巷的二次复用。

       

      Abstract: Deformation and instability of gob-side entry retaining in semi-coal-rock roadways are prominent under deep mine high stress conditions. Side wall bulging is the most severe failure mode, which easily leads to large roadway deformation and structural failure, and restricts safe and efficient mining. Taking the roof-cutting gob-side entry retaining of working face C1205 in Chiyu Coal Mine as the engineering background, theoretical calculation, numerical simulation and field test are comprehensively adopted. The large deformation and instability mechanism of surrounding rock in the original entry retaining scheme with high-water material roadside filling is analyzed under the combined effects of high stress, low self-bearing capacity of surrounding rock, support failure, unfavorable roadway layout and insufficient roof cutting resistance of roadside support body. Key parameters of blasting roof cutting are determined through theoretical calculation. Numerical simulation is conducted to reveal the influences of roof cutting height and angle on stress distribution and deformation characteristics of surrounding rock. The results show that surrounding rock stress transfers towards the deep solid coal side with the increase of cutting height and angle. Within a reasonable range, roof cutting height is positively correlated with pressure relief effect, while a critical value exists for cutting angle, the optimal pressure relief performance is at a cutting height of 8 m and a cutting angle of 15°. A zonal reinforced support technology combining advance roof cutting pressure relief, internal anchor cable reinforcement and roadside U-shaped steel gangue retaining is proposed. Relevant support parameters are optimized and verified via industrial tests. After roadway stabilization, the roof-to-floor convergence is 393 mm, the rib-to-rib convergence is 336 mm, and the anchor cable stress remains stable within 205-223 kN. Satisfactory surrounding rock control effect is realized, and the retained roadway can be reused safely.

       

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