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Study on mechanics model of overburden large structure of fully-mechanized sublevel coal caving face

机译:综放工作面覆岩大型结构力学模型研究。

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Fully-mechanized sublevel coal caving face full-seam mining thickness is increasing;the movement range of overburden stratum also increasing,most obvious character is the more capacious range and more large span overburden large structure that formed in the higher position.This paper analyzed the formation of fully-mechanized sublevel coal caving face overburden large structure by using the new research production of underground pressure theory Key stratum theory,elasticity mechanics and structure mechanics theory,brought forward its conception and model,and carried through mechanics analysis on the model,and presented the two possible movement patterns mechanics criterion of overburden large structure,presented the directional distributing of normal stress,shearing stress and extrusion & compression stress along the span and height of overburden large structure.Based on the two type of basic form of the overburden stratum movement brought forwards by Academician Song Zhen-qi,analyzing the possible movement tendency of overburden large structure: ① It was ripped in the pedestal negative bending moment stratum,and two end embed beam model translate into simply supported beam model,moreover rupture in the middle part;② shear destroy,and get the ultimate span of the two citcs separately.
机译:综放工作面全煤层开采厚度增加;覆岩地层运动范围也增加,最明显的特征是在较高位置形成的覆土范围更大,跨度更大。利用地下压力理论的最新研究成果,重点研究了地层理论,弹性力学和结构力学理论,提出了其概念和模型,并对模型进行了力学分析。提出了上覆大结构的两种可能的运动模式力学准则,表示了上覆大结构的跨度和高度的正应力,剪切应力和挤压压缩应力的方向分布。基于上覆地层的两种基本形式宋振起院士提出的运动覆盖层大结构可能的运动趋势:①剥落在基座负弯矩地层中,两端埋入式梁模型转化为简支梁模型,中部破裂;②剪切破坏,得到极限跨度这两个城市分别。

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