Asymmetry of the Weihe Basin is discussed in the paper,and also the master control fault,secondary control fault of asymmetric basin is proposed in the paper.The asymmetry of the Weihe Basin is expressed as follows:(1...Asymmetry of the Weihe Basin is discussed in the paper,and also the master control fault,secondary control fault of asymmetric basin is proposed in the paper.The asymmetry of the Weihe Basin is expressed as follows:(1) its shape of the cross sections is asymmetrical;(2) the tectonic activity of the southern margin fault and the northern margin one is apparently different;(3) its deep tectonics is asymmetrical.Finally,we use the Weihe Basin as an example to establish a "cantilever-beam" model for calculations.The results show that:(1) flexure leads to stress accumulation and forming extensional fractures;(2) fractures slope steeply towards the free end;(3) when the length of beam becomes longer,it is possible that new extensional fractures will occur in the fixed end.展开更多
基于"悬臂梁-铰接岩梁"岩层结构和Winkler地基理论,分析了该类事故的发生原因,并相应地给出防治对策。研究结果表明:大面积压架主要特征是工作面顶板在煤壁处切落,直接顶和基本顶失去横向平衡;切顶发生的原因在于初撑力和工...基于"悬臂梁-铰接岩梁"岩层结构和Winkler地基理论,分析了该类事故的发生原因,并相应地给出防治对策。研究结果表明:大面积压架主要特征是工作面顶板在煤壁处切落,直接顶和基本顶失去横向平衡;切顶发生的原因在于初撑力和工作阻力较低,难以维系直接顶和基本顶平衡结构。通过提高支架初撑力,以增加支架对顶板的主动支撑能力,减少顶板下沉量,有利于直接顶和基本顶的平衡结构;基于"悬臂梁-铰接岩梁"岩层结构模型分析认为,崔木煤矿工作面支架工作阻力不足是导致大面积压架事故的主要原因,并经理论计算得出合理工作阻力为15 000 k N。展开更多
文摘Asymmetry of the Weihe Basin is discussed in the paper,and also the master control fault,secondary control fault of asymmetric basin is proposed in the paper.The asymmetry of the Weihe Basin is expressed as follows:(1) its shape of the cross sections is asymmetrical;(2) the tectonic activity of the southern margin fault and the northern margin one is apparently different;(3) its deep tectonics is asymmetrical.Finally,we use the Weihe Basin as an example to establish a "cantilever-beam" model for calculations.The results show that:(1) flexure leads to stress accumulation and forming extensional fractures;(2) fractures slope steeply towards the free end;(3) when the length of beam becomes longer,it is possible that new extensional fractures will occur in the fixed end.
文摘基于"悬臂梁-铰接岩梁"岩层结构和Winkler地基理论,分析了该类事故的发生原因,并相应地给出防治对策。研究结果表明:大面积压架主要特征是工作面顶板在煤壁处切落,直接顶和基本顶失去横向平衡;切顶发生的原因在于初撑力和工作阻力较低,难以维系直接顶和基本顶平衡结构。通过提高支架初撑力,以增加支架对顶板的主动支撑能力,减少顶板下沉量,有利于直接顶和基本顶的平衡结构;基于"悬臂梁-铰接岩梁"岩层结构模型分析认为,崔木煤矿工作面支架工作阻力不足是导致大面积压架事故的主要原因,并经理论计算得出合理工作阻力为15 000 k N。
