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Study on effectiveness of anti-icing and deicing performance of super-hydrophobic asphalt concrete

机译:超疏水沥青混凝土防冰除冰性能有效性研究

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Super-hydrophobic asphalt concrete specimens were collaboratively designed and prepared by using modified hydrophobic materials and nano-materials. The anti-icing and deicing performance of super hydrophobic asphalt concrete at different working conditions was compared to the traditional asphalt concrete through the combination of simulation test and theoretical analysis. The ice-repellency of super-hydrophobic asphalt concrete was characterized by means of contact angle and surface energy. It was found that the super-hydrophobic asphalt concrete could effectively promote the water drop rolling from its surface, and the rolling rate could reach 80%. Compared to that of the traditional asphalt concrete, super-hydrophobic asphalt concrete could significantly reduce the adhesion forces between ice and road. The observed effect of super-hydrophobic asphalt concrete was a delay of frost formation and evolution. It was indicated that the residual rate of ice on super-hydrophobic asphalt concrete was about 21.6% and 48.6% of those on traditional asphalt concrete respectively when freezing snow and freezing rain conditions came. It was proved that super-hydrophobic material had better durability by abrasion test. Theoretical results showed that the surface energy on the surface of super-hydrophobic specimens was about 5% of this on traditional asphalt concrete. It was proved that the skid resistance performance of super-hydrophobic asphalt concrete could conform to the requirements of the specification and the economic benefit of super-hydrophobic asphalt pavement material is considerable in the long run. The findings demonstrated the potential of using super-hydrophobic asphalt concrete on highways in adverse weather to provide better anti-icing and deicing performance and contribute to traffic safety in winter. (C) 2018 Elsevier Ltd. All rights reserved.
机译:利用改性疏水材料和纳米材料共同设计制备超疏水沥青混凝土标本。通过模拟试验和理论分析相结合,将超疏水性沥青混凝土在不同工况下的防冻除冰性能与传统沥青混凝土进行了比较。通过接触角和表面能表征了超疏水沥青混凝土的抗冰性能。结果表明,超疏水沥青混凝土可有效促进水滴从表面滚动,滚动率可达80%。与传统的沥青混凝土相比,超疏水性沥青混凝土可以显着降低冰与路面之间的附着力。观察到的超疏水性沥青混凝土的作用是延迟了霜的形成和发展。结果表明,在冻雪和冻雨条件下,超疏水沥青混凝土的冰残留率分别约为传统沥青混凝土的21.6%和48.6%。通过磨损试验证明,超疏水材料具有更好的耐久性。理论结果表明,超疏水性试样表面的表面能约为传统沥青混凝土的5%。事实证明,超疏水沥青混凝土的防滑性能符合规范要求,从长远来看,超疏水沥青路面材料的经济效益可观。研究结果表明,在恶劣天气下在高速公路上使用超疏水沥青混凝土的潜力,可以提供更好的防冰和除冰性能,并有助于冬季的交通安全。 (C)2018 Elsevier Ltd.保留所有权利。

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