低速冲击影响下喷射混凝土加固煤矿中的调谐质量阻尼器效应:一种实验方法

Ankush Kumar Dogra, S Rupali
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摘要

地下采煤作业对全球能源供应至关重要,通常在结构稳定性和安全性至关重要的恶劣环境中进行。喷射混凝土是一种广泛采用的地下岩石表面加固技术,在防止顶板坍塌和结构不稳定方面被证明是有效的。然而,地下环境仍然很容易受到坠落碎片、爆破和设备相互作用的低速冲击,这可能会给矿工和基础设施带来重大风险。本研究文章对调谐质量阻尼器(TMD)在增强喷射混凝土加固煤矿在承受低速冲击载荷时的结构复原力方面的有效性进行了实验研究。此外,本研究还采用了一种系统的实验方法,利用可变无头落锤冲击试验设备来探索将调谐质量阻尼器集成到喷射混凝土加固煤矿支护系统中的潜在益处。该研究采用了落锤式无头落锤冲击试验,落锤高度分别为 1.0 米、1.5 米和 2.0 米,以研究冲击能量的影响。研究发现,与无阻尼情况相比,所有阻尼情况下的峰值力特征都有所增加,分别增加了 15 kN、18.41 kN 和 12.64 kN,相应的增量分别为 17.64%、14.13% 和 9.15%,此外,在落重冲击下,阻尼情况下煤矿的应变值也有所降低。这项研究的结论是,安装调谐质量阻尼器后,低速冲击造成的结构破坏有所减少,并为 TMD 的适用性及其提高煤矿井下安全和结构完整性的潜力提供了宝贵的见解。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

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Effect of tuned mass dampers in shotcrete reinforced coal mine under the influence of low velocity impact: an experimental approach

Underground coal mining operations are vital to global energy supply that often take place in challenging environments where structural stability and safety are paramount. Shotcrete is a widely adopted technique for reinforcing underground rock surfaces which has been proven effective in safeguarding against roof collapse and structural instability. However, the underground environment remains susceptible to low velocity impacts from falling debris, blasting and equipment interactions which can pose significant risks to miners and infrastructure. This research article presents an experimental investigation into the effectiveness of tuned mass dampers (TMDs) in enhancing the structural resilience of shotcrete reinforced coal mines when subjected to low velocity impact loads. Further, this study employs a systematic experimental approach using variable head-free falling impact testing equipment to explore the potential benefits of integrating tuned mass dampers into the support systems of shotcrete reinforced coal mines. The study employs drop weight falling head impact tests with varying drop height of 1.0 m, 1.5 m and 2.0 m to study the influence of the impact energy. It was observed that the peak force characteristics increased for all damped cases with an increase of 15 kN, 18.41 kN and 12.64 kN and corresponding increment of 17.64%, 14.13% and 9.15% respectively as compared to undamped cases in addition to the reduced strain values in coal mine for damped cases under drop weight impact. The findings of this study conclude that after installation of tuned mass dampers the structural damage caused by low velocity impact was reduced and provides valuable insights into the applicability of TMDs and their potential to enhance safety and structural integrity in underground coal mines.

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