煤炭工程 ›› 2026, Vol. 58 ›› Issue (3): 164-172.doi: 10.11799/ce202603020

• 研究探讨 • 上一篇    下一篇

切顶卸压自成巷三维物理模型试验系统研发及应用

王忠伟,张燕斌,郭志飚   

  1. 1. 国能蒙西煤化工股份有限公司 棋盘井矿,内蒙古 鄂尔多斯 016000

    2. 中国矿业大学(北京)力学与土木工程学院,北京 100083

  • 收稿日期:2024-11-07 修回日期:2025-05-06 出版日期:2026-03-10 发布日期:2026-04-14
  • 通讯作者: 郭志飚 E-mail:962604241@qq.com

Development and application of a 3D physical model test system for self-formed entries in roof cutting and pressure relief#br#

  • Received:2024-11-07 Revised:2025-05-06 Online:2026-03-10 Published:2026-04-14

摘要:

为深入研究切顶卸压自成巷无煤柱开采全过程的覆岩运动规律、矿压显现规律、自成巷变形破坏机制等,研发了切顶卸压自成巷三维物理模型试验系统,该试验系统由反力式主体框架系统、液压伺服加载系统、协调控制及监测系统等组成。通过该试验系统和自主研发的单元板、单元条和单元块结构,实现巷道的快速开挖和回采;通过预先安装的内部位移、应力、应变等监测设备,可以实时对切顶卸压自成巷全过程的完整工作面矿压规律进行监测。以我国首个超千米深井煤矿———安居矿为工程背景,开展了110工法的大型物理模型试验,揭示了110工法回采的矿压显现规律,明确了自成巷围岩变形控制机制。模型试验结果显示与现场监测数据基本一致,验证了模型试验系统研发与应用的合理性与有效性。

关键词:

切顶卸压, 三维物理模型, 巷道控制, 矸石垮落

Abstract:

In order to further study the overburden movement law, mine pressure manifestation law, and deformation and failure mechanism of self-formed roadway during the whole process of mining without coal pillar, a three-dimensional physical model test system of self-formed roadway was developed. The test system is com-posed of reaction main frame system, hydraulic servo loading system, coordinated control and monitoring system, etc. Through the test system and the self-developed unit plate, unit strip and unit block structure, the fast excava-tion and mining of the roadway are realized. Through the pre-installed internal displacement, stress, strain moni-toring equipment, can be real-time monitoring of the whole working face of the whole process of cutting and un-loading pressure into the lane. Based on the engineering background of Anju Mine, the first coal mine over a kilometer deep mine in China, a large-scale physical model test of 110 mining method was carried out, which re-vealed the mining pressure development rule of 110 mining method, and clarified the deformation control mech-anism of surrounding rock of self-formed roadway. The model test results are basically consistent with the field monitoring data, which verifies the rationality and effectiveness of the development and application of the model test system.

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