Morphology, chemical reaction mechanism, and cross-linking degree of asphalt binder modified by SBS block co-polymer

被引:40
作者
Dong, Fuqiang [1 ]
Yang, Peixing [1 ]
Yu, Xin [1 ]
Jiang, Mengmeng [1 ]
Wang, Shiyu [1 ]
Zu, Yuanzhe [1 ]
Chen, Bei [1 ]
Wang, Jincheng [1 ]
机构
[1] Hohai Univ, Coll Civil & Transportat Engn, Nanjing 210098, Jiangsu, Peoples R China
基金
国家重点研发计划; 中国国家自然科学基金;
关键词
SBS modified asphalt; Morphology; Chemical reaction; Cross-linking degree; Chemical titration; POLYMER; STABILITY; BEHAVIOR; SULFUR; BLENDS;
D O I
10.1016/j.conbuildmat.2023.131204
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Recently, the batch production of styrene-butadienestyrene (SBS) modified asphalt has been realized, but quality control is still in the empirical stage. While the chemical reaction position and the cross-linking degree are unclear, affecting the controlling quality of SBS modified asphalt. Therefore, this study investigated the influence of the reaction conditions and the stabilizer content on the performance and morphology of the SBS modified asphalt. And whether the chemical reaction exists and the chemical reaction position were confirmed by pre -paring the polystyrene (PS) monomer, polybutadiene(PB) monomer, and SBS modified asphalt with and without stabilizer. Finally, the fluorescence microscope (FM) test, Fourier transformation infrared spectroscopy (FTIR) test and the chemical titration method were used to characterize quantitatively the microstructure changes of SBS modified asphalt. The results show that the reaction conditions greatly influence the performance of SBS modified asphalt. After adding the stabilizer, the phase state of the system changed from the SBS phase as a dispersed phase and the asphalt phase as a continuous phase to the double continuous phase, and the network structure was formed. The chemical reaction has taken place in the PB and SBS modified asphalt, and the PB segment of the SBS polymer participates in the chemical reaction. Furthermore, the degree of cross-linking re -action of SBS modified asphalt is low, and the range of the cross-linking percentage is about 12.3%-14.5%.
引用
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页数:11
相关论文
共 50 条
[1]  
[Anonymous], 55322008 GBT
[2]  
Brule B., 1988, J ASS ASPHALT PAVING, V57, P41
[3]   Fundamental characterization of SBS-modified asphalt mixed with sulfur [J].
Chen, J. S. ;
Huang, C. C. .
JOURNAL OF APPLIED POLYMER SCIENCE, 2007, 103 (05) :2817-2825
[4]   Effect of maleic anhydride content on the rheology and phase behavior of poly(styrene-co-maleic anhydride)/poly(methyl methacrylate) blends [J].
Chopra D. ;
Kontopoulou M. ;
Vlassopoulos D. ;
Hatzikiriakos S.G. .
Rheologica Acta, 2002, 41 (1) :10-24
[5]   Investigation on rejuvenation methods of aged SBS modified asphalt binder [J].
Cong, Peiliang ;
Guo, Xize ;
Mei, Linna .
FUEL, 2020, 279
[6]   Investigation on compatibility and microstructure of PCBs-modified asphalt [J].
Dong, Fuqiang ;
Yu, Xin ;
Chen, Jun ;
Liu, Shengjie ;
Chen, Qiao .
JOURNAL OF APPLIED POLYMER SCIENCE, 2017, 134 (25)
[7]   Influence of SBS and asphalt on SBS dispersion and the performance of modified asphalt [J].
Dong, Fuqiang ;
Zhao, Wenzhe ;
Zhang, Yuzhen ;
Wei, Jianming ;
Fan, Weiyu ;
Yu, Yanjie ;
Wang, Zhe .
CONSTRUCTION AND BUILDING MATERIALS, 2014, 62 :1-7
[8]  
[付国志 Fu Guozhi], 2017, [复合材料学报, Acta Materiae Compositae Sinica], V34, P1374
[9]   Effects of the manufacturing process on the performances of the bituminous binders modified with EVA [J].
Haddadi, Smail ;
Ghorbel, Elhem ;
Laradi, Nadir .
CONSTRUCTION AND BUILDING MATERIALS, 2008, 22 (06) :1212-1219
[10]   Applications of Fourier transform infrared spectroscopy technologies on asphalt materials [J].
Hou, Xiangdao ;
Lv, Songtao ;
Chen, Zheng ;
Xiao, Feipeng .
MEASUREMENT, 2018, 121 :304-316