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Control of the Coal Roadway with Large Cross Section in Intense Fully Mechanized Caving Mining

机译:大型横截面控制煤巷,综合机械煤矿

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The Wangjialing Coal Mine is the main colliery of the China Coal Huajin Energy Limited Liability Company. The average thickness of the coal seam in District 201 is 6.21 m. Fully mechanized longwall mining was used in this district. The ventilation roadway of panel 20102 was influenced by the retreat mining of the adjacent panel 20104. Therefore, large deformation and severe roof falls occurred in this roadway, seriously influencing the safety production of this coal mine. To support the roadway, cable truss was proposed to strengthen the reinforcement of this ventilation roadway. First, numerical simulation was used to optimize the reinforcement parameters, including the cable installation angle, cable length, and eccentric distance. Based on numerical simulation results, in-situ tests were conducted in the ventilation roadway of panel 20102 with the cable truss technology. In-situ monitoring results showed that the roof-to-floor convergence and the convergence of roadway on two sides were within the safety range. Furthermore, no apparent separations occurred in the roof. These indicate that based on the designed parameters, the cable truss system can effectively maintain the roadway stability under the severe influence of the adjacent longwall mining.
机译:王嘉平煤矿是中国煤炭华金能源有限责任公司的主要矿业。地区201区的煤层的平均厚度为6.21米。在这个地区使用综合机械化的Longwall采矿。 20102年的通风道路受到20104年邻近小组的撤退开采的影响。因此,在这条路中发生了大变形和严重的屋顶瀑布,严重影响了这座煤矿的安全生产。为了支持道路,建议电缆桁架加强这种通风道路的加强。首先,使用数值模拟来优化加强参数,包括电缆安装角度,电缆长度和偏心距离。基于数值模拟结果,使用电缆桁架技术在20102年通风道路中进行了原位测试。原位监测结果表明,屋顶到地板收敛和两侧道路的收敛在安全范围内。此外,屋顶上没有明显的分离。这些表明,基于设计参数,电缆桁架系统可以在相邻的长壁挖掘的严重影响下有效地保持道路稳定性。

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