山东大学学报(工学版) ›› 2018, Vol. 48 ›› Issue (2): 46-52.doi: 10.6040/j.issn.1672-3961.0.2016.488
郭德栋1,2,张圣涛2,李晋2,张龙2,张习斌2
GUO Dedong1,2, ZHANG Shengtao2, LI Jin2, ZHANG Long2, ZHANG Xibin2
摘要: 为提高热再生混合料的均匀性与生产质量,设计一种以回收沥青路面材料(reclaimded asphalt pavement, RAP)模拟制备、利用磁铁分离新旧矿料及迁移程度测试为关键步骤的室内试验,并通过该试验分析了RAP掺量、拌和时间及沥青用量对不同规格旧矿料颗粒迁移程度的影响。试验结果表明:热再生沥青混合料中旧矿料颗粒不能全部脱离原矿料,其迁移程度约为55%~75%;RAP掺量对迁移程度影响不大,随着拌和时间和沥青用量的增加,迁移程度不断增大;适当延长拌和时间,掺加新沥青或再生剂以及增加沥青用量可以促进旧矿料有效迁移,提高热再生沥青混合料的均匀性。
中图分类号:
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