高瓦斯矿井孤岛工作面沿空掘巷煤柱宽度研究
Width of Coal Pillar of Gob-side Entry Driving in Island Working Face of High Gas Mine
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摘要: 采用数值模拟和现场监测相结合的方法对高瓦斯矿井孤岛工作面中沿空掘巷的煤柱宽度进行了分析。结果表明,巷道采空区侧煤柱内的垂直应力沿巷道宽度呈抛物线形分布,最大垂直应力位于巷道宽度的1/2,且巷道中部煤柱的受力和变形量都显著大于巷道上下2个部位。当沿空掘巷采空区侧的煤柱宽度为6~7 m时,煤柱具有较高的承载能力,能够有效控制巷道围岩的变形。采用钻屑瓦斯解吸指标来评价瓦斯突出危险性较钻屑量指标更安全。通过采用局部瓦斯突出危险性评价,并结合巷道内瓦斯含量监测,可有效保证高瓦斯矿井孤岛工作面沿空掘巷的安全施工。Abstract: The methods of numerical simulation and field monitoring are used to analyze the width of coal pillar of gob-side entry driving in island working face of high gas well. The vertical stress in the side coal pillar in the goaf area of the roadway is distributed in a parabolic shape along the width of the roadway. The maximum vertical stress is located in 1/2 of the width of the roadway, and the stress and deformation of the coal pillar in the middle of the roadway are significantly greater than those in the upper and lower parts of the roadway. When the width of coal pillar on the side of goaf is 6 to 7 m, the coal pillar has a high bearing capacity and can effectively control the deformation of roadway surrounding rock. It is safer to use cuttings gas desorption index to evaluate gas outburst risk than cuttings quantity index. By using local gas outburst risk assessment and monitoring of gas content in the roadway, the safety construction of tunneling along gob in isolated working face of high gas mine can be effectively guaranteed.