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厚煤层大断面巷道围岩控制协同技术研究

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针对厚煤层开采过程中围岩稳定性差、支护难度大、巷道变形控制困难等问题,以顾北煤矿14321综采工作面为背景,在综合分析了该工作面地质条件和围岩稳定性的基础上,提出了"树脂锚杆+锚索+菱形网+槽钢梁+M5钢带"联合支护技术思路.采用理论分析和数值模拟方法,研究了不同支护方案对巷道围岩变形的影响,最终确立最佳支护方案.现场监测结果显示:在联合支护后,巷道顶板最大移近量为41 mm,两帮最大变形量为50 mm,证实了支护方案的有效性及合理性,为以后类似条件下巷道支护提供了技术参考.
Research on synergistic technology of surrounding rock control of large cross-section roadway in thick coal seam
In view of the problems such as poor surrounding rock stability,difficult support and difficult roadway deformation control during the mining of thick coal seam,based on the background of 14321 fully mechanized mining face in Gubei Coal Mine and the comprehensive analysis of the geo-logical conditions of the face and the stability of surrounding rock,the combined support technology i-dea of"resin bolt+anchor cable+rhomboid network+channel steel beam+M5 steel belt"was pro-posed.The influence of different support schemes on the deformation of roadway surrounding rock was studied by theoretical analysis and numerical simulation,and the optimal support scheme was fi-nally established.Site monitoring results show that:after the combined supporting,the maximum displacement of roadway roof is 41 mm,and the maximum deformation of the roadway two sides is 50 mm,which confirms the effectiveness and rationality of the support scheme,and provides a technical reference for future roadway support under similar conditions.

combined supportingsurrounding rock controllarge cross-sectionnumerical simulationsite monitoring

霍国庆、余国锋

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安徽理工大学土木建筑学院,安徽淮南 232001

深部煤炭开采与环境保护国家重点实验室,安徽淮南 232000

联合支护 围岩控制 大断面 数值模拟 现场监测

2024

建井技术
煤炭科学研究部院

建井技术

影响因子:0.85
ISSN:1002-6029
年,卷(期):2024.45(4)