煤炭工程 ›› 2025, Vol. 57 ›› Issue (11): 96-104.doi: 10. 11799/ ce202511013

• 生产技术 • 上一篇    下一篇

无煤柱切顶成巷挡矸护帮结构力学性能研究

张海涛,刘宇轩,唐家瑞,赵俊鹏,周建林,姜汉泽,崔建博   

  1. 1. 天地科技股份有限公司,北京 100013 2. 中煤科工开采研究院有限公司,北京 100013 3. 中国矿业大学(北京)隧道工程灾变防控与智能建养全国重点实验室,北京 100083 4. 中国矿业大学(北京)力学与土木工程学院,北京 100083

  • 收稿日期:2025-01-26 修回日期:2025-07-22 出版日期:2025-11-10 发布日期:2026-01-09
  • 通讯作者: 崔建博 E-mail:15963165669@163.com

Comparison on the mechanical performance of gangue-retaining structures in non-pillar roof-cutting roadway formation

  • Received:2025-01-26 Revised:2025-07-22 Online:2025-11-10 Published:2026-01-09
  • Contact: Jian boCui E-mail:15963165669@163.com

摘要:

以沙曲煤矿4303工作面为工程背景,针对巷道挡矸结构抗弯曲能力不足,对工字钢和可缩U 型钢挡矸支护结构进行对比研究。通过理论分析、数值模拟和现场应用等方法,对矸石护帮挡矸支护结构进行对比。首先,通过理论分析的方法明确挡矸结构的受力机制,将挡矸结构等价于简支梁结构,建立挡矸结构力学模型,对比分析两种挡矸结构抗弯曲能力。其次,运用ABAQUS数值模拟软件建立工字钢和可缩U型钢挡杆结构模型,对比相同受力状态下的工字钢和可缩U型钢挡矸结构的弯曲特征,对比不同搭接长度的可缩U型钢挡矸结构的弯曲特征,结果表明:可缩U型钢挡矸结构比工字钢挡矸结构具有更好的抗弯性能,增大搭接长度可以提高挡矸结构的抗弯性能。最后,在以上研究的基础上,提出了合理的可缩U型钢挡矸结构现场设计方案。

关键词: 切顶成巷, 挡矸结构, 可缩U 型钢, 受力机制, 力学性能

Abstract:

Taking the 4303 working face of Shaqu Coal Mine as the engineering background, aiming at the lack of bending resistance of roadway gangue retaining structure, a comparative study of I-steel and retractable U-steel gangue retaining support structure was carried out. Through theoretical analysis, numerical simulation and field application, the supporting structure of gangue retaining wall is compared. Firstly, the force mechanism of the gangue retaining structure is clarified by theoretical analysis. The gangue retaining structure is equivalent to the simply supported beam structure. The mechanical model of the gangue retaining structure is established, and the bending resistance of the two gangue retaining structures is compared and analyzed. Secondly, ABAQUS numerical simulation software is used to establish the model of I-steel and retractable U-steel gangue retaining structure. The bending characteristics of I-steel and retractable U-steel gangue retaining structures under the same stress state are compared. The bending characteristics of retractable U-steel gangue retaining structures with different lap lengths are compared. The results show that the retractable U-steel gangue retaining structure has better bending resistance than the I-steel gangue retaining structure. Increasing the lap length can improve the bending resistance of the gangue retaining structure. Finally, on the basis of the above research, a reasonable field design scheme of retractable U-shaped steel gangue retaining structure is proposed, which has achieved good field application results.

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