煤炭工程 ›› 2026, Vol. 58 ›› Issue (5): 76-82.doi: 10.11799/ce202605010

• 施工技术 • 上一篇    下一篇

浅埋煤层沿空留巷柔模墙合理宽度研究

冯梓洋, 弓培林, 白利斌, 温 广, 段凯杰, 赵 通, 伊 康   

  1. 太原理工大学 矿业工程学院山西 太原 030000

  • 收稿日期:2025-08-15 修回日期:2025-11-25 出版日期:2026-05-15 发布日期:2026-05-27
  • 通讯作者: 弓培林 E-mail:plgong@126.com

Study on the reasonable width of flexible formwork wall for gob-side entry retaining in shallow coal seams #br#

  • Received:2025-08-15 Revised:2025-11-25 Online:2026-05-15 Published:2026-05-27
  • Contact: 培林 PeilinGong E-mail:plgong@126.com

摘要:

针对浅埋煤层沿空留巷柔模墙合理宽度确定的问题,以柳塔煤矿22103工作面运输巷沿空留巷为工程背景,采用理论分析、数值模拟和现场工业性试验的方法对浅埋煤层沿空留巷柔模墙合理宽度的确定进行研究。结果表明:在浅埋条件下,沿空留巷柔模墙合理的宽度范围为0.8~1.6m,且随着柔模墙宽度的增加,柔模墙的承载能力逐渐增加,巷道围岩变形量逐渐减小;当柔模墙宽度达到1.2m时,柔模墙内承载能力大幅增加,巷道顶板下沉量、底鼓量、柔模墙侧移近量和煤壁侧移近量也明显减小,有效降低了沿空留巷围岩体系的变形量,满足了煤矿安全生产需求。现场工业性试验表明,合理的柔模墙宽度对沿空留巷围岩稳定性控制效果显著。

Abstract:

Regarding the issue of determining the reasonable width of flexible formwork walls along the goaf of shallow buried coal seams. Taking the 22103 working face of Liuta Coal Mine as the engineering background, this study adopts theoretical analysis, numerical simulation, and on-site industrial testing methods to determine the reasonable width of flexible formwork walls for shallow buried coal seam along the goaf. The results show that under shallow burial conditions, the reasonable width range of the flexible formwork wall along the goaf is 0.8-1.6 m, and as the width of the formwork wall increases, the bearing capacity of the flexible formwork wall gradually increases, and the deformation of the surrounding rock of the roadway gradually decreases; When the width of the flexible formwork wall reaches 1.2 m, the bearing capacity inside the flexible formwork wall increases significantly, and the subsidence of the roadway roof, the bulging of the bottom, the lateral movement of the flexible formwork wall, and the lateral movement of the coal wall also decrease significantly, effectively reducing the deformation of the surrounding rock system along the goaf and meeting the safety production needs of coal mines. On site industrial tests have shown that a reasonable width of the flexible formwork wall has a significant effect on controlling the stability of the surrounding rock along the goaf.

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