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Evaluation of temperature reduction and pavement performance of floating beads asphalt mixture

机译:浮珠沥青混合料的降温及铺装性能评价

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摘要

To alleviate urban heat island effect and lower asphalt pavement temperature, mineral powder in the asphalt mixture is totally or partially replaced by floating beads with low thermal conductivity (0, 25, 50, 75 and 100% floating beads by total volume of mineral powder). The cooling effect and thermal conductivity variation were tested by irradiation test and thermo-conductivity measurer, respectively; meanwhile, the influence of different proportions of floating beads on asphalt mixture pavement performance was studied through relative testing methods. The results show that adding floating beads, the heat transfer in mixture structure and pavement temperature is effectively reduced. The cooling effect of asphalt mixture with 50% and 75% proportions of floating beads is relatively good, their temperature drop being 3.5 and 4.7 degrees C, respectively; meanwhile, thermal conductivity decreased 24.5% and 36.5%. As the proportion of floating beads increases, rutting resistance and water stability of asphalt mixture increase first and decrease afterwards, while low-temperature performance and skid-resistant performance decrease gradually. According to the influence of different proportions of floating beads on pavement performance, the floating beads' content should be less than 75%. Considering cooling effect and pavement performance variance, the proportion of floating beads in the asphalt mixture is proposed as 50-75%.
机译:为了减轻城市的热岛效应并降低沥青路面的温度,沥青混合物中的矿物粉全部或部分被导热系数低的浮珠代替(占矿物粉总体积的0、25、50、75和100%的浮珠) 。分别通过辐照试验和热导率测量仪测试冷却效果和导热系数变化;同时,通过相关试验方法研究了不同比例的浮珠对沥青混合料路面性能的影响。结果表明,加入浮珠可有效降低混合料结构中的传热和铺装温度。浮珠比例为50%和75%的沥青混合料的降温效果较好,降温分别为3.5和4.7℃。同时,热导率分别下降了24.5%和36.5%。随着漂浮珠粒比例的增加,沥青混合料的抗车辙性和水稳定性首先增加,然后降低,而低温性能和防滑性能逐渐降低。根据不同比例的浮珠对铺装性能的影响,浮珠的含量应小于75%。考虑到冷却效果和路面性能变化,建议在沥青混合料中漂浮珠的比例为50-75%。

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