Preparation of Asphalt Modifier Made of Waste Tire Crumb Rubber and Waste Cooking Oil

被引:11
作者
Dong Ruikun [1 ,2 ]
Yang Huifang [1 ]
Zhao Mengzhen [3 ]
Hui Wang [1 ,2 ]
机构
[1] Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
[2] Chongqing Univ, Key Lab New Technol Construct Cities Mt Area, Minist Educ, Shabei St 83, Chongqing 400045, Peoples R China
[3] China Merchants Chongqing Commun Technol Res & De, Xuefu Rd 33, Chongqing 400067, Peoples R China
基金
中国国家自然科学基金;
关键词
Waste tire crumb rubber (WTCR); Waste cooking oil (WCO); Asphalt modifier; Orthogonal design; Rheological properties; Zero shear viscosity; RHEOLOGICAL PROPERTIES; BIO-OIL; MICROWAVE; SBS; COMPATIBILITY; PERFORMANCE; BINDERS; DEVULCANIZATION; PARTICLES; PYROLYSIS;
D O I
10.1061/(ASCE)MT.1943-5533.0004323
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The asphalt modifier formed by the miscibility of waste cooking oil and rubber is referred to as WRO. WRO modifiers prepared from waste tire crumb rubber (WTCR) and waste cooking oil (WCO) have the potential for solving the problems of segregation of rubber asphalt and the low recycling rate of waste cooking oil. The results of the Cole-Cole curve show that the WRO modifier can remarkably enhance the miscibility of WTCR and base asphalt. The Fourier transform infrared spectrometer (FTIR) tests proved that WTCR, WCO, and base asphalt were mainly physically miscible during the preparation of the WRO modifier and modified asphalt. In the process of preparing the WRO modifier and modified asphalt, the rubber undergoes devulcanization, conjugated double bond reduction, and oxidation reactions. The WRO modified asphalt presents great workability, storage stability, high-temperature elastic recovery, low-temperature crack resistance, and deformation recovery ability. In addition, the results of the multiple stress creep and recovery (MSCR) tests present that the WRO modified asphalt has desirable antirutting properties. The optimal preparation process of the WRO modifier preferred by orthogonal design is stirring 0.5 h at 260 degrees C, and the mass ratio of WTCR and WCO is 6:4. (C) 2022 American Society of Civil Engineers.
引用
收藏
页数:11
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