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Preparation and Properties of an Active Cooling Antirutting Asphalt Mixture

机译:活性冷却沥青混合物的制备及性能

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To reduce the temperature of asphalt pavements in summer and improve their high-temperature stability, tourmaline anion powder (TAP) was used as a modifier to prepare modified asphalt, which actively cools the pavement. The effects of different TAP contents on the high- and low-temperature performance of modified asphalt and its pavement cooling performance were studied based on the dynamic shear rheometer, low-temperature bending beam rheometer, and indoor rutting plate temperature difference tests; subsequently, the optimum TAP content was determined. Modified asphalt was used to prepare an active cooling antirutting asphalt mixture, and its pavement cooling performance was verified via outdoor lighting tests. High- and low-temperature dynamic modulus and low-temperature semicircular splitting tests were used to evaluate the high- and low-temperature performance; further, freeze-thaw splitting and immersion Marshall tests were performed to evaluate the water stability of the active cooling antirutting asphalt mixture. The results denote that TAP is useful for improving the rutting factor of asphalt. When the TAP content is 16% of the asphalt material, the maximum cooling value of the surface in laboratory tests becomes 5.9°C. When compared with an ordinary asphalt mixture, the dynamic stability of the active cooling antirutting asphalt mixture at medium and high temperatures increased by 18%–22%. The fracture energy can be increased by 12% at low temperatures. The maximum cooling value of the surfaces in outdoor tests is 7.2°C, and the water stability slightly decreases; however, it still satisfies the specification requirements.
机译:为了减少夏季沥青路面的温度,提高其高温稳定性,使用助长的阴离子粉末(Tap)作为制备改性沥青的改性剂,积极冷却路面。基于动态剪切流量计,低温弯曲梁流变仪和室内车辆温度差检验,研究了不同挖掘内容对改性沥青的高温和低温性能及其路面冷却性能的影响;随后,确定最佳抽头含量。改性沥青用于制备活性冷却的沥青沥青混合物,通过户外照明试验验证其路面冷却性能。使用高温和低温动态模量和低温半圆形分裂试验来评估高温和低温性能;此外,进行冻融分裂和浸渍马歇尔试验以评估活性冷却沥青混合物的水稳定性。结果表示,Tap可用于改善沥青的车辙因子。当拍摄含量为沥青材料的16%时,实验室测试中表面的最大冷却值变为5.9°C。与普通沥青混合料相比,在培养基和高温下活性冷却反法沥青混合物的动态稳定性增加了18%-22%。在低温下,断裂能量可以增加12%。室外试验中表面的最大冷却值为7.2°C,水稳定性略微降低;但是,它仍然满足规范要求。

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