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白象山铁矿盘区采矿进路巷道支护优化研究

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白象山铁矿盘区的采矿进路在多中段开采影响下发生大面积来压,造成部分盘区巷道破坏严重.为了保障盘区采矿巷道的安全稳定,选取锚杆长度、直径、间距、排距作为试验因素,开展了盘区采矿进路巷道支护优化研究.从安全性、经济性的2个方面对16个方案进行了对比优选,优选出采矿进路Ⅱ级围岩采矿进路锚杆长度、直径、间距、排距最优参数为 1.6 m、18 mm、1.0 m、1.3 m;Ⅲ级围岩最优参数为1.8 m、20 mm、0.9 m、1.1 m;Ⅳ级围岩最优参数为2.0 m、20 mm、0.9 m、1.0 m,最优支护方案较原支护方案减少围岩变形量,提高经济性,为巷道稳定性做出贡献.
Research on Optimization of Roadway Support for Mining Approach of Baixiangshan Iron Mine Panel Area
Under the influence of multi-middle section mining,large area pressure occurs in the min-ing approach of Baixiangshan Iron Mine panel area,which causes serious damage of roadway in some pan ar-eas.In order to ensure the safety and stability of mining roadway in panel area,bolt length,diameter,spac-ing and row spacing are selected as test factors to carry out optimization research on roadway support in pan-el area mining.The 16 schemes are compared and optimized from two aspects of safety and economy.The op-timal parameters of length,diameter,spacing and row spacing of rock bolt in mining approach of GradeⅡsurrounding rock are 1.6 m,18 mm,1.0 m and 1.3 m.The optimal parameters of GradeⅢsurrounding rock are 1.8 m,20 mm,0.9 m and 1.1 m.The optimal parameters of Grade Ⅳsurrounding rock are 2.0 m,20 mm,0.9 m and 1.0 m,and the optimal support scheme reduces deformation and improves economy com-pared with the original support scheme,which contributes to the stability of the roadway.

surrounding rockstressroadway supportoptimization studiesprogram referred

李国平、王章、张骥

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安徽省马钢矿业资源集团姑山矿业有限公司白象山矿业分公司

围岩应力 巷道支护 优化研究 方案优选

2024

现代矿业
中钢集团马鞍山矿山研究院有限公司

现代矿业

影响因子:0.33
ISSN:1674-6082
年,卷(期):2024.40(12)