A modified asphalt mixture based on high temperature difference area and its preparation method
A technology of asphalt mixture and modified asphalt, which is applied to cohesive pavement, roads, buildings and other directions paved on site, which can solve the problems of failure of phase change materials, affecting the road performance of asphalt pavement, and difficulty in using phase change materials. Achieve the effect of saving raw material waste and improving road performance
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Embodiment 1
[0026] According to the historical temperature observation data of a certain area, it is determined that the annual maximum temperature difference in this area is 45°C, the highest temperature is 35°C, and the lowest temperature is -10°C;
[0027] According to the "heat change point" of asphalt mixture measured in the rutting test at 60°C under different masses of shape-setting phase change materials, the relationship curve between the quality of the shape-setting phase change material and the temperature of the "heat change point" is established, and the "heat change point" is satisfied. The precondition that the "thermal transition point" is higher than the phase transition temperature of the shape-setting phase-change material, and it is determined that the stearic acid + palmitic acid / expanded perlite binary composite shape-setting phase-change material accounts for 16% of the total mass of the fine aggregate;
[0028] According to the "cold transition point" of the asphalt...
Embodiment 2
[0039] According to the historical temperature observation data of a certain area, it is determined that the annual maximum temperature difference in this area is 35°C, the highest temperature is 23°C, and the lowest temperature is -12°C;
[0040] According to the "heat change point" of asphalt mixture measured in the rutting test at 60°C under different masses of shape-setting phase change materials, the relationship curve between the quality of the shape-setting phase change material and the temperature of the "heat change point" is established, and the "heat change point" is satisfied. The precondition that the "heat change point" is higher than the phase change temperature of the shape-setting phase change material, and it is determined that the stearic acid + palmitic acid / expanded perlite binary composite shape-setting phase change material accounts for 14% of the total mass of the fine aggregate;
[0041] According to the "cold transition point" of the asphalt mixture me...
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