深部煤矿切顶吸能卸压方法研究

IF 3.7 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL
Haojie Xue, Qi Wang, Bei Jiang, Zhenhua Jiang, Yue Wang, Yubing Huang, Manchao He
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引用次数: 1

摘要

随着开采深度的增加,在高应力、强扰动条件下,巷道围岩大变形问题更加严重。建立了控制巷道围岩大变形的支护材料能量设计准则。基于能量设计准则,提出了切顶吸能卸压方法,可以看出,定向切顶技术切断了覆岩顶板的应力传递路径,使巷道处于低应力状态,具有超强吸能特性的恒阻锚索可有效控制巷道顶板沉陷变形。应用该方法对埋深890 m的郭屯煤矿进行了现场工程实例分析;现场试验结果表明:(1)与不切顶影响区相比,切顶影响区支护应力、超前桥台应力、侧向桥台应力显著减小;(2)恒阻锚索具有较大的变形能力和非凡的吸能特性,满足能量设计标准;(3)与不割顶影响区相比,割顶影响区微震事件、最大能量和总能量明显减少;(4)采用此法采空区巷道位移满足工程要求。现场工程实例证明,该方法可使采空区巷道处于低应力状态,提高支护系统吸收能量的能力,有效控制巷道围岩的大变形。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study on the method of pressure relief by roof cutting and absorbing energy in deep coal mines

With the mining depth increases, under the condition of high stress and intensive disturbance, large deformation problem of roadway surrounding rock is more serious. Therefore, energy design criteria of support materials to control large deformation of roadway surrounding rock are established. Based on energy design criteria, the method of pressure relief by roof cutting and absorbing energy is proposed, which can be noted that the stress transfer path of overburden roof is cut off by using the technique of directional roof cutting to make roadway in the low stress state, and constant-resistance anchor cable with extraordinary characteristics of absorbing energy can effectively control the roof subsidence and deformation of roadway. A field engineering case using this method was performed in Guotun coal mine with burial depth of 890 m; field test results are as follows: (1) compared with the influence zone without roof cutting, support stress, advancing abutment stress, and lateral abutment stress in the influence zone of roof cutting is significantly reduced; (2) constant-resistance anchor cables have large deformation ability and extraordinary absorbing energy characteristic to meet energy design criteria; (3) compared with the influence zone without roof cutting, micro-seismic events, maximum energy, and total energy are obviously reduced in the influence zone of roof cutting; (4) the displacement of the gob-side roadway by using this method meets the engineering requirements. The field engineering case proves that this method can make the gob-side roadway in the state of low stress condition and improve the ability of absorbing energy of support system to effectively control large deformation of roadway surrounding rock.

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来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
期刊介绍: Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces: • the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations; • the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change; • the assessment of the mechanical and hydrological behaviour of soil and rock masses; • the prediction of changes to the above properties with time; • the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.
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