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材料导报  2021, Vol. 35 Issue (Z1): 264-268    
  无机非金属及其复合材料 |
冻融循环条件下硅烷偶联剂改性泡沫沥青混合料的损伤特性
戴文亭1, 刘丹丹2, 郭威2, 李颖松3, 安胤2
1 吉林大学建设工程学院,长春 130026
2 吉林大学交通学院,长春 130022
3 东南大学交通学院,南京 211102
Damage Characteristics of Foamed Asphalt Mixture Modified by Silane Coupling Agent Under Freeze-thaw Cycles
DAI Wenting1, LIU Dandan2, GUO Wei2, LI Yingsong3, AN Yin2
1 College of Construction Engineering, Jilin University, Changchun 130026, China
2 College of Transportation, Jilin University, Changchun 130022, China
3 College of Transportation, Southeast University, Nanjing 211102, China
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摘要 本工作对泡沫沥青的设计优化和冻融循环后泡沫沥青混合料的路用性能进行了研究。采用自行设计的室内沥青发泡机,结合70#基质沥青最佳发泡条件的发泡温度为159 ℃,搅拌速率为1 156 r/min,研究了发泡用水量对发泡效果的影响,并采用硅烷偶联剂对沥青进行改性,制备了4种沥青混合料。结果表明,泡沫沥青的针入度随着发泡用水量的增加而增大,软化点、延度和粘度均随着用水量的增加而减小;冻融循环30次时,硅烷偶联剂改性泡沫沥青相对于改性前的泡沫沥青的高温稳定性提高了20.63%,低温抗裂性提高了28.51%,水稳定性提高了20.14%;改性泡沫沥青高温性能、低温抗裂性和水稳定性相对稳定;硅烷偶联剂改性泡沫沥青粘结力有所增强,改善了泡沫沥青内部由水导致的粘结力下降的问题。
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戴文亭
刘丹丹
郭威
李颖松
安胤
关键词:  道路工程  冻融循环  泡沫沥青  发泡用水量  硅烷偶联剂    
Abstract: In this paper, the design optimization of foam asphalt and the road performance of foam asphalt mixture after freeze-thaw cycles were studied. Using the self-designed asphalt foaming machine, combined with the optimal foaming conditions,the foaming temperature was 159 ℃ and the stirring rate was 1 156 r/ min, of 70# base asphalt, the influence of foaming water consumption on foaming effect was studied, and four kinds of asphalt mixtures were prepared by modifying asphalt with silane coupling agent. The results showed that the penetration degree of foam asphalt increased with the increase of foaming water consumption, and the softening point, ductility and viscosity decreased with the increase of water consumption. When the freeze-thaw cycle is 30 times, compared with the none modified mixture, the high-temperature stability, low-temperature crack resistance and water stability of the foam asphalt modified by silane coupling agent increased by 20.63%, 28.51% and 20.14%. The modified asphalt foam had high temperature performance, low temperature crack resistance and the water stability is relatively stable. The adhesion strength of modified asphalt foams with silane coupling agent has been enhanced, and the problem of the decrease of cohesive force caused by water inside the foamed asphalt has been improved.
Key words:  road engineering    freeze-thaw cycle    foamed asphalt    foaming water consumption    silane coupling agent
                    发布日期:  2021-07-16
ZTFLH:  U414  
基金资助: 国家自然科学基金(51178204);吉林省科技发展计划项目 (20190303033SF)
通讯作者:  daiwt@jlu.edu.cn   
作者简介:  戴文亭,吉林大学教授,博士研究生导师,近五年作为负责人获2017年吉林省科学技术进步奖二等奖1项。发表学术论文50余篇,其中SCI /EI 检索20 余篇。目前担任国家自然科学基金、吉林省科技厅、浙江省科技厅等多省市项目评审专家。近年来主持包括国家自然科学基金面上项目、教育部留学基金、吉林省科技攻关项目在内的科研项目十余项,作为主要参加人参与科研项目二十余项。
引用本文:    
戴文亭, 刘丹丹, 郭威, 李颖松, 安胤. 冻融循环条件下硅烷偶联剂改性泡沫沥青混合料的损伤特性[J]. 材料导报, 2021, 35(Z1): 264-268.
DAI Wenting, LIU Dandan, GUO Wei, LI Yingsong, AN Yin. Damage Characteristics of Foamed Asphalt Mixture Modified by Silane Coupling Agent Under Freeze-thaw Cycles. Materials Reports, 2021, 35(Z1): 264-268.
链接本文:  
http://www.mater-rep.com/CN/  或          http://www.mater-rep.com/CN/Y2021/V35/IZ1/264
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