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摘要: 对坑道口部的内爆炸效应进行了系统的实验研究,探讨了端部不同开闭工况下多级穿廊结构内的 冲击波传播规律、作用在防护门上的荷载规律及门后次生冲击波的发展与变化规律,给出了多级穿廊结构坑 道内各分段之间冲击波超压衰减变化的量值关系。实验结果表明,多级穿廊结构不仅能显著衰减冲击波峰值 压力,而且与单一的直坑道相比,在同样的冲击波衰减幅值条件下具有更经济的工程量。Abstract: Aseriesoftestswereconductedontheeffectsofexplosioninsidethetunnelentrancetoexploretheshockwavepropagationinsidethemultilevelga lerystructuresinthedifferentcasesofthe endsopenorclose.Andtheloadsactingontheprotectivedoorandthesecondaryshockwaveevolvementbehindthedoorwereinvestigated. Themagnituderelationswereobtainedfortheattenuation andvariationofshockwaveoverpressurebetweeneachtwosectionsofthegallery.Thetestresults demonstratethatthemultilevelgallerystructurecannotonlyattenuatethepeakpressureoftheshock wavesignificantly,butitismoreeconomicalthanasinglestraighttunnelwiththesameattenuation degreeofshockwavepressure.
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Key words:
- mechanicsofexplosion /
- shockwave /
- explosioninsideentrance /
- multilevelgallerytunnel
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