Yuan Jun, He Peidong, Li Haiyang, Xu Xuesong, Sun Weiwei
School of Civil Engineering, Nanjing Forestry University, Nanjing 210037, China.
Department of Civil Engineering, Nanjing University of Science and Technology, Nanjing 210094, China.
Materials (Basel). 2022 Aug 31;15(17):6021. doi: 10.3390/ma15176021.
In this paper, phase-change material (PCM) and ceramsite were used to increase the heat resistance of the asphalt mixture. The ceramsite asphalt mixture with PCM can bring a specific cooling effect to the road surface and alleviate the rapid deterioration at high temperature. Two phase-change materials, PCM-43 and PCM-48, were compared and selected as the heat absorption material of the asphalt mixture. It is found that PCM-43 has better thermal stability, temperature regulation performance, higher enthalpy value, and a less adverse effect on the rheological properties of asphalt. According to the road performance of the asphalt mixture, it suggests that the maximum content of ceramsite is 40%. The specific heat capacity of asphalt mixtures was studied by the method of the insulation bucket test, and the thermal conductivity coefficient of asphalt mixtures was tested by a thermal conductivity instrument. The results show that the specific heat capacity and thermal conductivity of the asphalt mixture can be reduced by adding PCM and ceramsite. The effect of ceramsite asphalt concrete with PCM on the temperature field of road structure was further analyzed by finite element method. Due to the thermal resistance of ceramsite in the upper layer, the cooling range and depth in the middle and lower surface layers can be improved. Meanwhile, the heat absorption of phase-change material can alleviate the heating phenomenon of the upper layer. Therefore, ceramsite asphalt concrete with PCM is effective for decreasing the high temperatures in the asphalt pavements.
本文采用相变材料(PCM)和陶粒来提高沥青混合料的耐热性。含PCM的陶粒沥青混合料能给路面带来特定的降温效果,缓解高温下的快速劣化。对两种相变材料PCM - 43和PCM - 48进行了比较,选择其作为沥青混合料的吸热材料。发现PCM - 43具有更好的热稳定性、温度调节性能、更高的焓值,且对沥青的流变性能不利影响较小。根据沥青混合料的路用性能,建议陶粒的最大含量为40%。采用保温桶试验方法研究了沥青混合料的比热容,并用导热系数仪测试了沥青混合料的导热系数。结果表明,添加PCM和陶粒可降低沥青混合料的比热容和导热系数。采用有限元方法进一步分析了含PCM的陶粒沥青混凝土对道路结构温度场的影响。由于上层陶粒的热阻,可提高中、下表面层的降温范围和深度。同时,相变材料的吸热可缓解上层的发热现象。因此,含PCM的陶粒沥青混凝土对降低沥青路面高温有效。