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Accident Analysis in Relation to Main Roof Structure When Longwall Face Advances toward a Roadway: A Case Study

机译:与主屋顶结构相关的事故分析,当长墙面朝向道路的进步时:一个案例研究

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摘要

Practices show that hydraulic supports crushing accidents or roadway supports failure often take place when a longwall face advances toward an abandoned roadway or a predriven equipment recovery room. Therefore, a 2D similar simulation experiment is conducted to reveal the loading mechanism. The result shows that when the workface advances close to roadways, the main roof breaks ahead of the workface and leads to instability of higher strata. These two changes induce a sharp increase of the load on supports and lead to an accident. Thus, more attention should be paid to the advanced fracture. Therefore, mechanical analysis is used to explain the advanced fracture. Results show that the failure of coal pillar being excavated induces a sharp increase in the main roof’s hanging length. Once the hanging length reaches the limit, the advanced fracture takes place. Therefore, the stability of the coal pillar and the hanging length of roof strata are two key factors that may induce an accident. To prevent the a similar supports crushing accident, the partial backfilled technology which partly backfills the abandoned roadway in height and length to maintain the stability of the coal pillar is put forward and put into practice. The field test shows a good effect.
机译:实践表明,当长墙面朝向废弃的巷道或预先引起的设备恢复室时,液压支撑击碎事故或巷道支撑失败经常发生。因此,进行了2D类似的模拟实验以揭示装载机制。结果表明,当工作面靠近道路时,主屋顶在工作面前断裂,并导致更高层次的不稳定。这两种变化引起了对支持的负荷并导致事故的急剧增加。因此,应更多地关注先进的骨折。因此,使用机械分析来解释先进的骨折。结果表明,煤柱的失效挖掘起来突出了主屋顶悬挂长度的急剧增加。一旦悬挂长度达到极限,就会发生高级骨折。因此,煤柱的稳定性和屋顶地层的悬挂长度是两个关键因素,可能会引起事故。为了防止类似的支持破碎事故,部分回填技术部分回填了高度和长度的废弃道路,以保持煤柱的稳定性并付出实践。现场测试显示出良好的效果。

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