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黄陵二号煤矿厚煤层留巷围岩变形特征分析

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厚煤层煤柱留设宽度对煤炭资源回收率与围岩稳定性具有重要影响.为黄陵二号煤矿煤柱留设合理宽度,运用数值模拟方法与现场实测技术,对不同煤柱留设宽度的围岩应力进行分析,并对锚索应力、顶板离层量的演化趋势进行监测.结果表明,煤柱尺寸在12~18 m时应力峰值与位移峰值变化范围最小,最终确定煤柱尺寸为15 m.工程监测表明,回采动压超前影响范围为220 m,工作面距离四联巷的-50 m到75 m范围为矿压快速显现阶段.工作面回采过后50 m,锚索应力与顶板离层量趋于稳定状态,验证了黄陵二号煤矿303工作面的煤柱留巷稳定性满足围岩的支护控制需求.
Deformation characteristics of the surrounding rocks of retention roadway in thick coal seam of Huangling No.2 Coal Mine
The width of pillar in thick coal seam has an important effect on the recovery rate of coal resources and the stabil-ity of surrounding rock.For the reasonable width of coal pillar in Huangling No.2 Coal Mine,the stress of surrounding rock with different width of coal pillar is analyzed by numerical simulation method and field measurement technology,and the e-volution trend of anchor cable stress and roof separation is monitored.The results show that varies in the scale of stress peak and displacement peak are least when the coal pillar size is from 12 m to 18 m,and finally the coal pillar size is determined to be 15 m.Engineering monitoring shows that the advance influential range of mining dynamic pressure is 220 m,and the rapid development stage of mine pressure is from-50 m to 75 m from the working face to Silian roadway.After 50 m of mining,the anchor cable stress and roof separation tend to be stable,which verifies that the stability of coal pillar retention roadway on the 303 working face of Huangling No.2 Coal Mine meets the support control requirement of surrounding rock.

thick coal seamcoal pillar retention roadwaymining dynamic pressuremine pressure monitoringsurrounding rock deformation

马晓博、高文博、鲍银辉、张宏升

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陕西黄陵二号煤矿有限公司,陕西延安 727307

厚煤层 煤柱留巷 回采动压 矿压监测 围岩变形

2024

陕西煤炭
陕西省煤炭工业协会 神华神东煤炭集团有限责任公司 陕西煤业化工集团有限责任公司

陕西煤炭

影响因子:0.204
ISSN:1671-749X
年,卷(期):2024.43(4)
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