吉林大学学报(工学版) ›› 2025, Vol. 55 ›› Issue (1): 20-35.doi: 10.13229/j.cnki.jdxbgxb.20230841

• 综述 • 上一篇    下一篇

沥青发泡特性及温拌混合料水分敏感性综述

韦万峰1,2(),孔令云3(),禤炜安2,杨帆4,郭鹏3   

  1. 1.重庆交通大学 土木工程学院，重庆 400074
    2.广西道路结构与材料重点实验室，南宁 530007
    3.重庆交通大学 交通土建工程材料国家地方联合工程实验室，重庆 400074
    4.同济大学 道路与交通工程教育部重点实验室，上海 201804
  • 收稿日期:2023-08-08 出版日期:2025-01-01 发布日期:2025-03-28
  • 通讯作者: 孔令云 E-mail:953944409@qq.com;konglingyun@cqjtu.edu.cn
  • 作者简介:韦万峰（1992-），男，博士研究生.研究方向：道路结构与材料.E-mail： 953944409@qq.com
  • 基金资助:
    广西重点研发计划项目(桂科AB22080091);广西交通运输科技成果推广项目(GXJT-ZDSYS-2023-03-01);南宁市创新创业领军人才“邕江计划”项目(2019009)

Review of characteristics of asphalt foaming and moisture sensitivity of warm mix mixtures

Wan-feng WEI1,2(),Ling-yun KONG3(),Wei-an XUAN2,Fan YANG4,Peng GUO3   

  1. 1.School of Civil Engineering，Chongqing Jiaotong University，Chongqing 400074，China
    2.Guangxi Key Laboratory of Road Structure and Materials，Nanning 530007，China
    3.National and Local Joint Engineering Laboratory of Transportation Civil Engineering Materials，Chongqing Jiaotong University，Chongqing 400074，China
    4.Key Laboratory of Road and Traffic Engineering of Ministry of Education，Tongji University，Shanghai 201804，China
  • Received:2023-08-08 Online:2025-01-01 Published:2025-03-28
  • Contact: Ling-yun KONG E-mail:953944409@qq.com;konglingyun@cqjtu.edu.cn

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摘要：

本文基于沥青发泡特性及泡沫温拌沥青混合料水分敏感性的相关研究，阐述了沥青发泡机理，分析了沥青发泡效果影响因素、沥青发泡效果评价指标及发泡过程对沥青性质的影响；针对泡沫温拌沥青混合料存在抗水损害能力偏低的现实情况，指出沥青经过发泡之后，会有部分水分及泡沫残留在沥青之中，从不同角度剖析了水分对泡沫温拌沥青混合料沥青-集料黏附性的影响，并对泡沫温拌沥青混合料现存问题的解决途径进行了分析、总结与展望。现阶段，ERmax（最大膨胀率）、HL（半衰期）等评价沥青发泡效果的指标存在一定的局限性，且沥青发泡状态与混合料性能的相关性未明确，可利用激光测距、动态X射线摄影、图像处理等手段研究沥青发泡的全过程，分析相关发泡参数对泡沫沥青胶结料及混合料性质的影响。泡沫沥青胶结料残留水分的存在削弱了泡沫沥青与集料的黏结程度，这对混合料的水稳定性具有不利影响，量化泡沫沥青残留水分对泡沫沥青胶结料性质、泡沫沥青-集料黏附性的影响及提升泡沫温拌沥青混合料抗水损害能力是未来研究的重点。

关键词: 道路工程, 泡沫沥青, 发泡特性, 温拌混合料, 水分敏感性, 黏附性

Abstract:

Based on the relevant research on asphalt foaming characteristics and moisture sensitivity of foam warm mix asphalt mixture， this paper expounded the asphalt foaming mechanism， the influencing factors of asphalt foaming effect， evaluation indicators of asphalt foaming effect and the influence of foaming process on asphalt properties were analyzed. In view of the fact that the resistance to water damage of foamed warm mix asphalt mixture is low， it is pointed out that after asphalt foaming， there will be some moisture and foam left in the asphalt. The impact of moisture on the asphalt-aggregate adhesion of foam warm mix asphalt mixture was analyzed from different dimensions， and the solutions to the existing problems of foam warm mix asphalt mixture were analyzed， summarized and prospected. At this stage， the indexes such as ERmax （maximum expansion rate） and HL（half-life） to evaluate the asphalt foaming effect have certain limitations， and the correlation between the asphalt foaming state and the mixture performance is not clear. The whole process of asphalt foaming can be studied by laser ranging， dynamic X-ray photography， image processing and other means， and the impact of relevant foamed parameters on the properties of foam asphalt binder and mixture can be analyzed. The residual water in foamed asphalt binder would weakens the bonding degree of foam asphalt and aggregate， which has a negative impact on the water stability of the mixture. Quantify the impact of residual water in foamed asphalt on the properties of foam asphalt binder and foamed asphalt-aggregate adhesion， and improving the water damage resistance of foamed warm mix asphalt mixture is the focus of future research.

Key words: road engineering, foamed asphalt, foaming characteristic, warm mix mixture, moisture sensitivity, adhesion

中图分类号: 

  • U414

图1

沥青发泡示意图"

图2

沥青发泡效果的评价指标"

图3

泡沫沥青形态的演变"

图4

泡沫沥青在不同尺度下的形态"

图5

泡沫沥青中不同阶段的残留水"

图6

泡沫沥青-集料黏附性评价试验"

图7

泡沫沥青SEM形貌"

图8

泡沫沥青AFM形貌"

图9

泡沫沥青的分子模型"

图10

泡沫沥青-集料层间剪切模型"

表1

泡沫温拌沥青混合料水稳定性能改善措施"

文献水稳定性评价指标或试验方法水稳定性改善措施
泡沫沥青温拌SAC-20混合料水稳性研究［73］磨耗试验、冻融劈裂强度比、浸水车辙

1.水泥替代40%~60%的矿粉；

2.消石灰替代20%~40%的矿粉

高RAP掺量SBS改性沥青泡沫温拌再生混合料配合比设计及耐久性能评价［74］浸水马歇尔残留稳定度、冻融劈裂强度比

1.木质素的掺量为集料质量的3.5‰；

2.聚酯纤维的掺量为集料质量的3.5‰；

3.硅藻土占沥青质量的13%。

发泡剂对沥青发泡和混合料水稳定性的影响［19］干、湿劈裂强度比沥青中掺入0.25%~0.50%发泡剂（Redicote C-450或十六烷基三甲基溴化铵、仕博阳离子中裂型乳化剂）进行发泡
水发泡温拌再生沥青混合料的水稳定性研究［75］浸水马歇尔试验、冻融劈裂试验

1.添加生石灰，添加量为矿料总质量的1.0%；

2.添加抗剥落剂，添加量为沥青总质量的5‰。

温拌泡沫沥青发泡特性及混合料路用性能研究［11］冻融劈裂试验、表面自由能方法沥青中掺入0.5%~1.0%十六烷基三甲基溴化铵进行发泡
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