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Low noise road surfaces - A state-of-the-art review

机译:低噪音路面-最新技术回顾

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This article summarizes present knowledge concerning the design and performance of low noise road surfaces. As a background, noise generation mechanisms and mechanisms causing noise reduction by surface design are explained, as well as the currently best measurement procedures. Guidelines on how to design a surface for low noise characteristics are given, for example texture optimization. Low noise surfaces include types like surface dressings with very small chippings, exposed aggregate cement concrete and thin bituminous surfaces: also machine-ground cement concrete is mentioned. However, the type with the greatest potential for noise reduction is porous surfaces, both with bituminous and cement binders. It is shown that for these, the product of voids content and thickness is a good descriptor of noise reduction. Thickness of 40-50 mm and voids contents of 20% are the minimum required in order to obtain a reasonable noise reduction, but there is no point in going to extreme thicknesses, say beyond 100 mm. It seems that the best traffic noise reduction attainable with such surfaces is around 8 dB(A) in new condition, using small chippings in the top layer. A surface named Twinlay has been especially optimized to have a long acoustical lifetime for urban applications at speeds around 50 km/h, otherwise clogging of porosities by dirt is a serious problem in urban areas. In most cases, regular cleaning operations are required. In applications where speeds are 90-130 km/h, there is a significant self-cleaning of porous surfaces and the acoustic lifetime can be acceptable even without cleaning. The article reviews the experience with low noise surfaces in various countries and also presents some futuristic designs, like an acoustical multi-resonator pavement and pavements made mainly of rubber particles, the latter having a potential of 10 dB(A) of noise reduction. There is no doubt that road surfaces will be used frequently to reduce traffic noise and can give substantial effects. One shall, however, observe that this may mean serious economic trade-offs and some other problems, as well as the long-term noise reduction efficiency still is poor for most designs.
机译:本文总结了有关低噪声路面设计和性能的现有知识。作为背景,说明了噪声产生机理和通过表面设计引起噪声降低的机理,以及目前最佳的测量程序。给出了有关如何为低噪声特性设计表面的指南,例如纹理优化。低噪音的表面包括碎屑很小的表面敷料,裸露的骨水泥混凝土和薄沥青表面等类型:还提到了机器研磨的水泥混凝土。但是,具有最大降噪潜力的类型是多孔表面,既有沥青粘合剂又有水泥粘合剂。结果表明,对于这些,空隙含量和厚度的乘积是降噪的良好描述。为了获得合理的降噪效果,最小厚度为40-50mm,空隙含量为20%,这是最低要求,但是要达到极限厚度(例如超过100mm)没有任何意义。在新的条件下,最好在顶层使用小碎屑,在这种情况下,达到最佳的交通噪声降低效果约为8 dB(A)。特别优化了名为Twinlay的表面,以使其在城市行驶速度约为50 km / h的情况下具有较长的声学寿命,否则在城市地区,污垢堵塞孔隙是一个严重的问题。在大多数情况下,需要定期进行清洁操作。在速度为90-130 km / h的应用中,多孔表面具有明显的自清洁功能,即使不进行清洁,声学寿命也可以接受。这篇文章回顾了各国在低噪声表面上的经验,并提出了一些未来派的设计,例如声学共鸣器路面和主要由橡胶颗粒制成的路面,后者具有降低噪音10 dB(A)的潜力。毫无疑问,路面将被频繁使用以减少交通噪音并产生重大影响。但是,应该注意,这可能意味着严重的经济权衡和其他一些问题,而且对于大多数设计而言,长期的降噪效率仍然很差。

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