Li Zhelun, Yu Xin, Liang Yangshi, Wu Shaopeng
State Key Laboratory of Silicate Materials for Architectures, Wuhan University of Technology, Wuhan 430070, China.
Materials (Basel). 2021 May 16;14(10):2585. doi: 10.3390/ma14102585.
Effective thermal conduction modification in asphalt binders is beneficial to reducing pavement surface temperature and relieving the urban heat island (UHI) effect in the utilization of solar harvesting and snow melting pavements. This study investigated the performance of two nanometer-sized modifiers, graphene (Gr) and carbon nanotubes (CNTs), on enhancing the thermal, physical and rheological properties of asphalt binders. Measurements depending on a transient plant source method proved that both Gr and CNTs linearly increased the thermal conductivity and thermal diffusivity of asphalt binders, and while 5% Gr by volume of matrix asphalt contributed to 300% increments, 5% CNTs increased the two parameters of asphalt binders by nearly 72% at 20 °C. Meanwhile, a series of empirical and rheological properties experiments were conducted. The results demonstrated the temperature susceptibility reduction and high-temperature properties promotion of asphalt binders by adding Gr or CNTs. The variation trends in the anti-cracking properties of asphalt binders modified by Gr and CNTs with the modifier content differed at low temperatures, which may be due to the unique nature of Gr. In conclusion, Gr, whose optimal content is 3% by volume of matrix asphalt, provides superior application potential for solar harvesting and snow melting pavements in comparison to CNTs due to its comprehensive contributions to thermal properties, construction feasibility, high-temperature performance and low-temperature performance of asphalt binders.
在太阳能收集和融雪路面的应用中,有效改变沥青结合料的热传导性有助于降低路面表面温度并缓解城市热岛(UHI)效应。本研究调查了两种纳米级改性剂,即石墨烯(Gr)和碳纳米管(CNTs),对提高沥青结合料的热性能、物理性能和流变性能的作用。基于瞬态平面热源法的测量结果表明,Gr和CNTs均能使沥青结合料的热导率和热扩散率呈线性增加,在基质沥青体积含量为5%时,Gr能使这两个参数提高300%,而5%的CNTs在20℃时能使沥青结合料的这两个参数提高近72%。同时,进行了一系列经验性和流变性能实验。结果表明,添加Gr或CNTs可降低沥青结合料的温度敏感性并提高其高温性能。Gr和CNTs改性沥青结合料的低温抗裂性能随改性剂含量的变化趋势不同,这可能是由于Gr的独特性质所致。总之,Gr的最佳含量为基质沥青体积的3%,由于其对沥青结合料的热性能、施工可行性、高温性能和低温性能的综合贡献,与CNTs相比,在太阳能收集和融雪路面方面具有更好的应用潜力。