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回采巷道顶板锚杆组合作用下锚杆预紧力理论确定 被引量:5

Theoretical determination of bolt pre-tightening force on the bolt combined effect in the roof of mining roadway
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摘要 在阐述回采巷道顶板锚杆组合作用的基础上,给出了直接顶范围内岩层分层之间发生离层所必须满足的载荷、跨度、挠度三个条件.在指出锚杆组合作用下组合梁内的岩层组合属于关键分层之间组合的基础上,进一步依据变形协调一致的原则,推导出了回采巷道顶板锚杆支护中锚杆预紧力计算公式.该研究对回采巷道顶板锚杆支护设计具有一定的指导意义和参考价值.图4,表1,参6. On the basis of bolt combined effect in the roof of mining roadway,three conditions of load,span and deflection were given, which must be satisfied for delamination-terrane bed separation in the range of immediate roof. In accordance with strata combination of composite beams belongs to combination in key delamination on bolt combined effect, on the basis of principle of deformation coordination uniform, calculation formulas were deduced that of bolt pre-tightening force on bolt support in the roof of mining roadway. 4figs., ltab., 6refs.
出处 《湖南科技大学学报(自然科学版)》 CAS 北大核心 2009年第3期6-10,共5页 Journal of Hunan University of Science And Technology:Natural Science Edition
关键词 回采巷道 锚杆 组合梁 关键分层 预紧力 mining roadway bolt composite beams key delamination pre-tightening force
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