砌体梁的“S－R”稳定及其应用  

S-R" Stability for the Voussoir Beam and ItsApplication

作　　者：钱鸣高[1] 张顶立[1] 黎良杰[1] 康立勋 许家林[1] 

机构地区：[1]中国矿业大学

出　　处：《矿山压力与顶板管理》1994年第3期6-11,共6页Ground Pressure and Strata Control

摘　　要：采场上覆岩层能否形成“砌体梁”结构，其核心是“砌体梁”关键块所处的“Ｓ－Ｒ”稳定条件，本文对此进行了详细的分析，并给出了判定依据，由此进一步建立了考虑直接顶力学特性在内的采场较为完整的力学模型，对支架工作状态也作了更为深入的分析，由此能较为全面地解释采场矿山压力现象。he formation of ' voussoir beam' in the overlyingstrata depends essentially on the ' S - R'( sliding androtation) stability condition of the key block of the beam.Having analysed it in detail, the paper gave out thecriterion of the stability condition and consequentlyestablished a relatively complete mechanieal medelconsidering the mechanical characteristics of the immediateroof. Besides , it further analysed the support performance.Thereby the ground pressure at the stope can be explainedin an all-round way.

关 键 词：砌体梁 关键块 矿山压力 顶板压力 

分 类 号：TD327.2[矿业工程—矿井建设]