文章摘要
许雪莹,曹卫东,葛剑敏,王佐民.骨架密实型低噪声路面降噪机理的实验研究[J].,2008,27(1):7-10
骨架密实型低噪声路面降噪机理的实验研究
Experimental study of noise-reducing mechanism of dense framework structure and low noise pavement
  
中文摘要:
      配制了传统的沥青混凝土(AC)、碎石沥青玛蹄脂(SMA)、不同橡胶粉掺量的骨架密实型低噪声路面等3类共5个配比的沥青路面,采用驻波法测量了各类沥青路面的吸声系数。并且分析了橡胶粉掺量对密实型低噪声路面动态模量的影响,得出了结论,即在这些路面中,橡胶粉含量为3%的密实型路面的减振降噪效果最好。
英文摘要:
      Three classes of asphalt mixtures were tested,namely,ordinary asphalt con- crete,SMA,framework dense structure and low noise pavement with different percentage of rubber powder,the total number of mix being 5.Standing wave method was employed to measure the sound absorption coefficient.By comparing differences between the dif- ferent kinds,the effect of rubber powder on the dynamic modulus was analyzed,and the conclusion is drawn that SMA with 3%rubber power is the best material among these pavements to reduce vibration and noise.
DOI:10.11684/j.issn.1000-310X.2008.01.002
中文关键词: 动态模量  吸声系数  骨架密实结构路面
英文关键词: Dynamic modulus  Sound absorption coefficient  Framework dense structure pavement
基金项目:
作者单位
许雪莹 上海大众汽车有限公司,上海,201805 
曹卫东 山东大学土建与水利学院,济南,250061 
葛剑敏 同济大学声学所,上海,200092 
王佐民 同济大学声学所,上海,200092 
摘要点击次数: 2006
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