江苏建筑2024,Issue(4) :128-132,154.

水发泡温拌沥青发泡性能及其混合料性能研究

Study on Foaming Performance of Water-foaming Warm-mix Asphalt and Mixture Performance

陆慧峰 汪向红 徐思田 殷琪 黄钰程
江苏建筑2024,Issue(4) :128-132,154.

水发泡温拌沥青发泡性能及其混合料性能研究

Study on Foaming Performance of Water-foaming Warm-mix Asphalt and Mixture Performance

陆慧峰 1汪向红 1徐思田 2殷琪 2黄钰程3
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作者信息

  • 1. 中亿丰(苏州)城市建设发展股份有限公司,江苏苏州 215007
  • 2. 江苏中亿丰(苏州)材料科技有限公司,江苏苏州 215533
  • 3. 苏州大学,江苏苏州 215131
  • 折叠

摘要

为探究不同发泡拌和条件对泡沫沥青及其混合料的影响,改善沥青发泡效果并优化其混合料的各项性能,文章通过改变发泡条件和矿料加热温度对 70 号基质沥青和SBS改性沥青的发泡效果及其混合料的工作性能进行研究,并在研究所得的最佳条件下,对两种泡沫沥青混合料的路用性能进行评估分析.研究发现,基质沥青最佳发泡条件为温度 150℃,用水量 1%,改性沥青最佳发泡条件为温度 160℃,用水量 2%,二者混合料的最佳矿料加热温度均为 160℃,两种沥青最佳状态下的混合料均具有良好的路用性能,改性泡沫沥青混合料的路用性能更优,为水发泡泡沫温拌技术的推广提供了试验依据.

Abstract

In order to investigate the effects of different foaming and mixing conditions on foam asphalt and its mixtures,and to improve the foaming effect of asphalt and optimize its various properties,this paper studied the foaming effect and work performance of 70#base asphalt and SBS modified asphalt by changing foaming conditions and mineral heating temperature,and evaluated and analyzed the road performance of the two foam asphalt mixtures under the best conditions.The results indicated that the optimal foaming conditions for base asphalt were a temperature of 150℃and a water content of 1%,while the optimal foaming conditions for modified asphalt were a temperature of 160℃and a water content of 2%.The optimal mineral heating temperature for both mixtures was 160℃,and both mixtures had good road performance under the optimal conditions.The road performance of the modified foam asphalt mixture was better,providing an experimental basis for the promotion of water-foaming foam warm mixing technology.

关键词

泡沫沥青/水发泡/冻融劈裂/车辙试验/低温弯曲/路用性能

Key words

foam asphalt/water-foaming/freeze-thaw splitting/rutting test/low-temperature bending/road performance

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基金项目

国家自然科学基金项目(52208360)

江苏省自然科学基金项目(BK20210720)

江苏省建设系统科技项目(2021ZD02)

苏州市姑苏区经济和科技局科技项目()

出版年

2024
江苏建筑
江苏省土木建筑学会,江苏省建筑科学研究院有限公司

江苏建筑

影响因子:0.395
ISSN:1005-6270
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