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现代矿业 ›› 2025, Vol. 41 ›› Issue (09): 62-66,72.

• 采矿工程 • 上一篇    下一篇

地下开采对地表移动范围内竖井影响研究

赵昆明1 谢宜顺2 刘海林2 李鹏程2 赵崇正2   

  1. 1. 安徽大昌矿业集团有限公司;2. 中钢集团马鞍山矿山研究总院股份有限公司
  • 出版日期:2025-09-25 发布日期:2025-11-04

Research on the Influence of Underground Mining on Shafts within the Range of Surface Movement

  1. 1. Anhui Dachang Mining Group Co.,Ltd.; 2. Sinosteel Maanshan General Institute of Mining Research Co.,Ltd.
  • Online:2025-09-25 Published:2025-11-04

摘要: 金属矿山逐渐向深部开采的过程中,地表移动范围不断扩大,设立在移动范围外的 井筒会延长其他开拓工期,增加工程量。矿岩的移动变形是影响竖井安全稳定的主要因素。措施 井布置在地表移动范围内,受地下开采影响,井筒可能发生变形破坏。为确保金属矿山井下开采 过程中井筒的安全性,通过设计矿体回采方案,延长措施井可用期,并应用三维数值模拟软件,进 行矿山开采情况模拟。通过对井筒变形、竖井围岩应力及塑性区等指标进行分析,研究该措施井 最长安全可用时间节点。分析结果表明,按照采充方案,在回采阶段四时,井壁倾斜值、井壁曲率、 井壁竖向变形值均满足规定;竖井井筒受采场开挖充填后最大主应力未发生明显变化,最大变化 值 3.42 MPa。同时对前5个开采阶段的应力、位移及塑性区进行分析,结果表明,竖井井筒在一期的 采充计划中处于较稳定的状态,可以保障矿山生产需要。

关键词: 地下矿山, 竖井, 稳定性分析, 数值模拟

Abstract: In the process of metal mines mining to the deep gradualy,the range of surface movement continues to expand,and the shaft set up outside the moving range will extend the construction period of oth⁃ er development projects and increase the amount of work. The movement and deformation of ore rock is the main factor affecting the safety and stability of shaft. The measure wells are arranged in the range of surface movement,and the wellbore may be deformed and damaged by underground mining. In order to ensure the safety of the wellbore in the underground mining process of metal mines,the ore body mining scheme is de⁃ signed to extend the available period of the measure well,and the three-dimensional numerical simulation software is used to simulate the mining situation. Through the analysis of wellbore deformation,shaft sur⁃ rounding rock stress and plastic zone and other indicators,the maximum safe available time node of the mea⁃ sure well is studied. The analysis results show that according to the mining and filling scheme,in the fourth stage of the mining stage,the inclination value,curvature and vertical deformation value of the shaft wall meet the requirements. The maximum principal stress of the shaft did not change significantly after the exca⁃ vation and filling of the stope,and the maximum change value is 3.42 MPa. At the same time,the stress, displacement and plastic zone of the first five mining stages are analyzed. The results show that the shaft is in a relatively stable state in the first phase of the mining and filling plan,which can ensure the needs of mine production.

Key words: underground mine, shaft, stability analysis, numerical simulation