Yang Yongjun, Cheng Xiaojun, Qi Yang, Guo Meng, Song Shanglin, Kou Xiaoming, Zhang Fukui
Gansu Gannan New Century Road and Bridge Co., Ltd., Gannan 747000, China.
Scientific Observation and Research Base of Transport Industry of Long Term Performance of Highway Infrastructure in Northwest Cold and Arid Regions, Dunhuang 736200, China.
Materials (Basel). 2025 Sep 16;18(18):4326. doi: 10.3390/ma18184326.
Incorporating phase change materials into asphalt concrete and utilizing phase change heat transfer to control the temperature of asphalt pavement can effectively reduce the impact of high temperatures on the durability of asphalt pavement. In this study, microencapsulated composite phase change materials were prepared using calcium alginate and polyethylene glycol (PEG) 1500 and mixed into SMA-13 Marshall specimens for indoor high-temperature tests. The test results show that the temperature of the specimen was reduced by about 1.5 °C when the doping amount of the composite phase change material was 2.4% and the oven temperature was 60 °C. In order to further investigate the application of phase change energy storage materials in asphalt pavement structure, this study used Comsol finite element software to simulate the summer temperature field of the asphalt surface layer. A three-layer asphalt pavement model consisting of 4 cm SMA-13, 6 cm AC-20, and 8 cm AC-25 was established to study the effect of phase change materials on the temperature change in the pavement. The results of this study show that adding 2.4% of the composite phase change material to each of the top and middle surface layers kept the temperature of all pavement layers outside of the temperature range in which the asphalt's dynamic stability plunges.
将相变材料掺入沥青混凝土中,利用相变传热来控制沥青路面温度,可有效降低高温对沥青路面耐久性的影响。本研究采用海藻酸钙和聚乙二醇(PEG)1500制备微胶囊复合相变材料,并将其混入SMA - 13马歇尔试件中进行室内高温试验。试验结果表明,当复合相变材料掺量为2.4%且烘箱温度为60℃时,试件温度降低了约1.5℃。为进一步研究相变储能材料在沥青路面结构中的应用,本研究使用Comsol有限元软件对沥青表面层的夏季温度场进行模拟。建立了由4 cm SMA - 13、6 cm AC - 20和8 cm AC - 25组成的三层沥青路面模型,以研究相变材料对路面温度变化的影响。本研究结果表明,在顶面层和中间面层各添加2.4%的复合相变材料,可使所有路面层的温度保持在沥青动稳定度急剧下降的温度范围之外。