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堅硬頂板群下工作面強礦壓顯現機理與支護強度確定

Strong strata pressure caused by hard roof group structure breaking and supporting strength determination

  • 摘要: 采用理論分析、物理相似模擬與工程實踐相結合的方法,對堅硬厚層頂板群結構的破斷沖擊效應進行了分析,得到了工作面采場沖擊來壓的主要影響因素、來壓特征及工作面合理支護強度等.研究表明:多分層堅硬頂板群結構的破斷沖擊載荷在短時間內會產生劇烈的震蕩;工作面來壓特征受多分層頂板垮斷的動、靜載荷聯合作用;采場沖擊來壓強度主要與頂板厚度、巖性及節理弱面有關,對于巖性相近的頂板巖層,厚度越大,對采場的礦壓沖擊影響也越劇烈,但厚層頂板垮斷后的結構對其上覆頂板巖層的沖擊載荷強度具有一定的緩沖.以大同礦區堅硬頂板群結構下的煤層開采為例,通過在綜放工作面選擇應用ZF15000/28/52型高強度支架,保證了首個關鍵層頂板破斷前后的安全開采;同時,采取水壓致裂輔助控制上部關鍵層頂板,有效減緩了工作面強礦壓的顯現.

     

    Abstract: A comprehensive research method composed of theoretical analysis, physical simulation and engineering practice was conducted to analyze the impact effect caused by thick hard roof group structure breaking. Some results were obtained such as the main influencing factors related to impulsion pressure, the main roof weighting characteristics and the reasonable supporting strength of the roof group structure. It is shown that impact load caused by layered hard roof group structure breaking will lead to severe concussion with scarcely attenuation. The roof weighting on the workface is affected by a combined effect of dynamic load and static load resulted from layered hard roof group structure breaking. The impulsion pressure strength is associated to roof thickness, rock traits, and rock joints and weak surfaces. For the similar roof strata, the impact effect is more severe as the roof is thicker, but the thick caving roof will be helpful for buffering the impact of the upper overburden strata. A field test was conducted in Datong area which is mining under the hard roof group structure. According to selecting the high strength supports of ZF15000/28/52 in the fully mechanized caving face to ensure safe mining before and after the first critical roof breaking, and taking the auxiliary control of hydraulic fracturing in the upper critical roof, the strong pressure has been effectively slowed.

     

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