交通运输工程学报2016,Vol.16Issue(1) :8-24.

基于随车声强法的公路隧道水泥混凝土路面噪声特性

Noise characteristics of cement concrete pavement in tunnel based on on-board sound intensity method

李波 张正伟 康宏伟 李良英 王锋
交通运输工程学报2016,Vol.16Issue(1) :8-24.

基于随车声强法的公路隧道水泥混凝土路面噪声特性

Noise characteristics of cement concrete pavement in tunnel based on on-board sound intensity method

李波 1张正伟 1康宏伟 2李良英 2王锋3
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作者信息

  • 1. 兰州交通大学甘肃省道路桥梁与地下工程重点实验室,甘肃兰州 730070;甘肃恒达路桥工程集团有限公司甘肃省公路路网监测重点实验室,甘肃兰州 730070
  • 2. 兰州交通大学甘肃省道路桥梁与地下工程重点实验室,甘肃兰州 730070
  • 3. 杰克逊州立大学,土木与环境工程系,密西西比杰克逊39204
  • 折叠

摘要

应用随车声强法测试了高速公路混凝土路面与沥青路面的噪声,采用统计产品与服务解决方案软件(SPSS)分析了噪声样本数据,研究了横向刻槽、纵向刻槽、纵横组合式刻槽及露石混凝土等具有不同抗滑纹理的隧道混凝土路面的A计权声压级和1/3倍频谱噪声特性,并与普通沥青混凝土路面(AC)、沥青玛蹄脂碎石混凝土路面(SMA)和超薄磨耗层的噪声特性进行了对比.研究结果表明:横向刻槽与横向组合式刻槽混凝土路面的噪声范围集中在100~104 dB(A),纵向刻槽混凝土路面的噪声范围集中在99~102 dB(A),露石混凝土路面、普通沥青路面、SMA路面、超薄磨耗层的噪声范围集中在97~100 dB(A);各种路面的1/3倍频程峰值频率均出现在1 000 Hz附近,但是露石混凝土路面、普通AC路面、SMA路面、超薄磨耗层峰值频率对应的噪声水平比横向刻槽混凝土路面高出3~5 dB(A).可见,路表纹理形式是影响隧道混凝土路面噪声的重要因素,合理地选择路面纹理有助于降低隧道混凝土路面的噪声.

Abstract

The noises of expressway concrete pavements and asphalt pavements were tested by the on-board sound intensity (OBSI) method.The test samples were conducted by using statistics products and service solution software (SPSS).In tunnel,A-weighted sound levels and 1/3 octave bands of noise characteristics were studied for concrete pavements with different skidding resistance textures i.e.transverse grooves,longitudinal grooves,combined transverse-longitudinal grooves,and exposed aggregate cement concrete pavement (EACCP).The noise characteristics of asphalt concrete (AC) pavement,stone matrix asphalt (SMA) pavement and ultra-thin friction course (Novachip) were estimated and compared with the noise characteristics of anti-slide pavements.Analysis result shows that A-weighted sound levels of concrete pavements with transverse grooves and combined grooves are 100-104 dB (A),the level of concrete pavement with longitudinal grooves is 99-102 dB(A),and the levels are 97-100 dB(A) for EACCP,AC pavement,SMA pavement and Novachip.The peak frequencies in 1/3 octave bands for all types of pavements are nearly 1 000 Hz.A-weighted sound level of the pavement with transverse grooves is larger 3-5 dB(A) than the levels of others pavements at the peak frequency.The result indicates that noise characteristics of concrete pavements in tunnel are induced by the pavement textures and can be improved by selecting reasonable pavement textures.2 tabs,14 figs,23 refs.

关键词

路面工程/混凝土路面/噪声/随车声强法/A计权声压级/1/3倍频谱

Key words

pavement engineering/concrete pavement/noise/on-board sound intensity method/A-weighted sound level/1/3 octave band

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基金项目

国家自然科学基金(51408287)

教育部长江学者和创新团队发展计划项目(IRT1139)

甘肃省自然科学基金(1506RJZA064)

甘肃省交通建设项目(2011-08)

出版年

2016
交通运输工程学报
长安大学

交通运输工程学报

CSTPCDCSCD北大核心EI
影响因子:1.306
ISSN:1671-1637
被引量2
参考文献量14
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