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Update: Analysis and Case Study of Impact-Resistant Steel Sets for Underground Roof Fall Rehabilitation

机译:更新:耐冲击钢套件用于地下屋顶坠落修复的分析和案例研究

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Unexpected roof falls often occur in the entries or intersections of active mining sections in underground mines. For large roof falls (greater than 20 ft in height), it becomes dangerous and impractical to clean up the rock debris and re-bolt the newly exposed roof strata. To help mine operators rehabilitate the roof fall areas in a quick, safe, and economic manner, Jennmar Corporation and Keystone Mining Services, LLC (KMS) designed, tested, and developed various impact-resistant (IR) steel set designs, as initially detailed in the proceedings of the 30th International Conference on Ground Control in Mining (ICGCM). Since then, the IR steel sets have been successfully installed in more than 100 roof falls in 43 different coal mines. Significant data has been obtained from these installations, enabling further refinement to and improvement on the design. This paper (1) updates drop test results of the IR lagging panel, (2) presents a case study of the performance of IR arch sets installed 56 months ago at a roof fall rehabilitation site, (3) demonstrates capacity evaluation of the IR steel set, and (4) outlines a preliminary applicability evaluation guideline of the IR steel set for a given roof fall condition. Field evaluation and structural numerical analysis indicate that impact capacity of the system is significantly higher than that of the IR lagging panel, as originally determined. It is concluded that, when evaluating the applicability of an IR steel set, ground control engineers should consider the IR lagging and steel set as an entire system and make a reasonable engineering decision based on actual roof fall geotechnical conditions.
机译:意外的顶板倒塌经常发生在地下矿井中活动采矿段的入口或交叉点。对于较大的屋顶跌落(高度超过20英尺),清理岩石碎屑并重新锚固新暴露的屋顶地层变得危险且不切实际。为了帮助矿山运营商以快速,安全和经济的方式修复顶棚坠落区域,Jennmar Corporation和Keystone Mining Services,LLC(KMS)设计,测试并开发了各种抗冲击(IR)钢结构设计,如最初所述在第30届国际采矿地面控制会议(ICGCM)的会议记录中。从那时起,IR钢制装置已成功安装在43个不同煤矿的100多个顶棚中。从这些安装中获得了重要的数据,从而可以进一步完善和改进设计。本文(1)更新了IR滞后板的跌落测试结果,(2)给出了一个案例,研究了56个月前安装在屋顶坠落修复现场的IR拱架的性能,(3)演示了IR钢的性能评估(4)概述了在给定的屋顶跌落条件下IR钢结构的初步适用性评估指南。现场评估和结构数值分析表明,该系统的冲击能力明显高于最初确定的IR落后面板的冲击能力。结论是,地面控制工程师在评估红外钢结构的适用性时,应考虑将红外钢结和钢结构作为一个整体,并根据实际的顶板岩土工程条件做出合理的工程决策。

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