Study of Curing Reaction Mechanism and Construction Control Performance of Epoxy Asphalt

被引:0
|
作者
Huang H. [1 ,2 ,3 ]
Zeng G. [2 ]
Xu W. [4 ]
Li S. [5 ]
Zhou Z. [1 ]
机构
[1] School of Traffic and Transportation Engineering, Changsha University of Science & Technology, Changsha
[2] Foshan Transportation Science and Technology Co., Ltd., Foshan
[3] Foshan Road and Bridge Supervision Station Co., Ltd., Foshan
[4] School of Civil Engineering and Transportation, South China University of Technology, Guangzhou
[5] Zhuhai Couple Coast Construction Co., Ltd., Zhuhai
关键词
Construction control; Curing reaction; Epoxy asphalt; Micromorphology; Performance comparison; Thermoplastic thermosetting;
D O I
10.3969/j.issn.1007-9629.2020.04.029
中图分类号
学科分类号
摘要
Scanning electron microscopy and fluorescence microscopy were applied to observe the micromorphology of new epoxy asphalt N-EA with a view to analyze the curing reaction and transition mechanism between thermoplasticity and thermoset of N-EA. Through this method, the construction control performance of N-EA epoxy asphalt was investigated under the best mixed resin dosage condition, such as mixing holding temperature, construction control time, strength development, etc. The results showed that 37% mixed resin is the inversion amount of N-EA changed from thermoplastic to thermoset of epoxy asphalt. N-EA with 38% mixed resin will form cross-linked network structure, epoxy resin is the continuous phase, and exhibits thermosetting properties. N-EA with 50% mixed resin has formed a well-distributed and dense three-dimensional cross-linked network structure, in which asphalt plays a good toughening role. N-EA mixture exists in wide range in construction temperature and time control. The longest reserved time of the mixture was 3h at the reserved temperature of 165-185℃. The mixture possesses high bending elasticity modulus and deformation performance and it has better combination property at 175℃. Before the mixture is fully solidified, the temperature and time of health maintenance are the key factors of its strength growth, the mixture is maintained at 40℃ for 4 days and its Marshall stability is higher than 50kN, to meet the requirements of open traffic. © 2020, Editorial Department of Journal of Building Materials. All right reserved.
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页码:941 / 947
页数:6
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