矿柱参数计算研究  

A Study on Pillar Parameter Calculations

作　　者：李俊平[1] 冯长根[1] 郭新亚[1] 武宏岐 于文远 

机构地区：[1]北京理工大学机电工程学院,北京100081 [2]辽宁金凤黄金矿业有限责任公司,辽宁凤城118107 [3]陕西东桐峪金矿,陕西潼关714302

出　　处：《北京理工大学学报》2002年第5期662-664,共3页Transactions of Beijing Institute of Technology

摘　　要：将采场顶板假设为简支梁 ,应用材料力学理论 ,根据岩梁的假说 ,推导了计算顶板最大允许跨度公式 ,据此确定矿柱间距 ,并借助确定的硬岩矿柱强度的新方法设计矿柱参数 .实践证明 ,该矿柱设计方法简便、可行 ,适用于开采缓倾斜及水平的坚硬矿体 ,可有效地防止采场顶板冒落 .Stope roof is assumed to be a beam simply supported at each end. Formula for calculating the maximum allowable roof span is deduced. Pillar spans are determined on this basis, and a new method for designing pillars is brought forward. It is proved that the pillar design method is convenient and desirable for use in mines having horizontal or inclined and stiff deposit, and risks of caving-in can in this way effectively be prevented.

关 键 词：矿柱参数 顶板跨度 矿柱间距 地下开采 矿柱强度 矿柱设计 矿柱计算 

分 类 号：TD322.1[矿业工程—矿井建设]