Effectsofvibration-isolatingtrenchongroundvibration surroundingblastcontainmentchambe
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摘要: 对内径2m、壁厚0.4m 的椭球封头爆炸塔进行有、无隔振沟条件下的对比爆炸实验,并监测塔体 周边6个测点的地表竖向及水平方向的振动速度。研究结果表明:地表质点的振动持续时间小于0.2s,竖向 振动频谱在20~500Hz范围内,水平方向振动频谱则在200~800Hz范围内;隔振沟使水平方向振动幅度衰 减至原来的1/10,对竖向振动幅度衰减至原来的1/4~1/3,对地表振动频率无明显影响;爆炸塔隔振沟的深 度为1m 时,对爆炸地震波无任何衰减作用,仅当深度达到1.5~2.0倍瑞利波波长时(5.6~7.5m)才会产 生明显的隔振效果。Abstract: Aseriesofblastexperimentswithandwithoutvibration-isolatingtrencheswereimplementedintheblastcontainmentchamberwithanellipticconewhichhavinganinsidediameterof2mand awallthicknessof0.4m.Andtheverticalandhorizontalgroundvibrationvelocitiesat6different pointsonthesurroundinggroundofthechamberweremeasured.Theexperimentalresultsshowthat thegroundvibrationdurationislessthan0.2seconds,thefrequencyspectraoftheverticalandhorizontalvibrationsareinthe20- 500Hzand200-800Hzranges,respectively.Thehorizontalvelocity amplitudesafterattenuationbythetrenchesareone-tenthofthosebeforeattenuation,aswellasonefourthtoone- thirdfortheverticalvelocityamplitudes.Butthetrencheshavenoobviouseffectonthe frequencyspectraofthegroundvibrationwaves.Thevibration-isolatingtrencheswith1mdepthhave noattenuationeffectontheblastseismicwaves,buttheattenuationeffectwillberemarkablewhen thedepthsofthetrenchesare1.5-2.0timesaslongasthewavelengthsoftheRayleighwaves.
期刊类型引用(1)
1. 刘志通. 煤矿可移动式救生舱防护密闭门气密性数值模拟研究. 建井技术. 2024(04): 60-64+54 . 
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