煤炭工程 ›› 2023, Vol. 55 ›› Issue (7): 102-109.doi: 10.11799/ce202307017

• 研究探讨 • 上一篇    下一篇

软岩巷道底鼓机理及其稳定性控制研究

丁自伟,王少轩,王庆阳,王耀声,王春斌,李军岐,邸广强,李亮   

  1. 1. 西安科技大学 能源学院,陕西 西安 710054 2. 中勘冶金勘察设计研究院有限责任公司,河北 保定 071051 3. 陕西陕煤韩城矿业有限公司,陕西 韩城 715400 4. 陕西煤业化工技术研究院有限责任公司,陕西 西安 710100
  • 收稿日期:2023-01-31 修回日期:2023-03-09 出版日期:2023-07-20 发布日期:2025-04-07
  • 通讯作者: 丁自伟 E-mail:zwding519@163.com

Mechanisms and control techniques for the occurrence of floor heave in neighboring roadways under the influence of mining

  • Received:2023-01-31 Revised:2023-03-09 Online:2023-07-20 Published:2025-04-07

摘要:

为探究双巷布置工作面下区段巷道底鼓的发生机理及相应围岩控制技术, 以韩城桑树坪二号井的3309运输巷作为工程背景, 通过朗肯土理论建立采空区邻近巷道底板力学模型, 研究了双巷布置的工作面回采时采动应力分布规律及塑性区范围, 结果表明: 邻近工作面在工作面前方210m处开始底鼓, 工作面前方40m处底鼓位移量增加速率升高, 拉底前的最大底鼓量达到662mm; 根据对力学模型计算得到巷道底板的破坏与巷道两帮应力集中系数呈线性相关, 且煤柱帮应力集中系数K′轴斜率Δ1为6.520, 煤壁帮应力集中系数K 轴斜率Δ2为2.173; 根据数值模拟结果, 3309 工作面底板塑性区深度维持在3m左右, 由于受到采动影响导致相邻巷道帮部塑性区贯通, 最大可达10m, 且工作面后方煤柱最大垂直应力达到44.5MPa。最后基于采空区邻近巷道底鼓发生机理, 提出采用爆破预裂切顶卸压技术对巷道变形进行控制, 并且取得了良好的应用效果。

关键词: 底鼓机理, 朗肯土力学, 爆破预裂, 切顶卸压

Abstract:

The triple soft coal seam bottom lane with double lane arrangement faces multiple mining influences and is often subject to greater damage and deformation, accompanied by serious floor heave disasters. In order to investigate the mechanism of the occurrence of floor heave in the lower section of the working face with double lane arrangement and propose the corresponding control technology, this paper takes 3309 transport lane of Hancheng Sangshuping No.2 shaft as the engineering background, establishes the mechanical model of the neighboring lane bottom slab in the mining area through Rankine soil theory, and adopts FLAC3D finite difference program to simulate the distribution law of mining stress and the range of plastic zone when the working face with double lane arrangement is retrieved, the research results show that: (1) The adjacent workings began to dropsy at 210m in front of the workings and the rate of increase of the dropsy displacement increased at 40m in front of the workings, with the maximum dropsy amount reaching 662mm. (2) According to the stress equation of the rock of the roadway floor calculated by the mechanical model, we can get that the damage of 3309 roadway floor is linearly related to the stress concentration coefficient of the two gangs of the roadway, and the slope of the coal pillar gang stress concentration coefficient K' axis Δ1 is 6.520. (3) According to the numerical simulation results, the depth of the plastic zone of the bottom slab of 3309 working face is maintained at about 3m, and the maximum vertical stress of the coal pillar behind the working face reaches 44.5MPa due to the influence of mining, which leads to the penetration of the plastic zone of the neighboring roadway gang. Based on the mechanism of the occurrence of the floor heave in the neighboring roadway in the mining area, the pre-cracking top cutting and pressure relief technology was proposed to control the deformation of the roadway in the No. 2 shaft 3309 transport roadway, and good results were achieved to ensure the normal production of the mine and the safety of personnel and equipment. Keywords:mechanisms of floor heave occurrence; floor heave control; blast pre-cracking topping and pressure relief; numerical simulation; adjacent roadway

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