Materials Reports 2021, Vol. 35 Issue (Z1): 662-668 |
POLYMERS AND POLYMER MATRIX COMPOSITES |
|
|
|
|
|
UV Aging Mechanism and Road Performance of Waste Vegetable Oil Recycled Asphalt |
SUO Zhi1, CHEN Huan1, ZHANG Ao2, NIE Lei1
|
1 School of Civil Engineering and Transportation, Beijing University of Civil Engineering and Architecture, Beijing 102600, China 2 Beijing Road Engineering Quality Supervision Station, Beijing 100000, China |
|
|
Abstract Waste vegetable oil has the characteristics of low viscosity, high unsaturation and high thermal stability. It can adjust the components missing due to asphalt aging and disperse the gum in aging asphalt. The micro characteristics of asphalt were remolded from the composition and structure. Waste vegetable oil is added to the aged asphalt as a regenerant to regenerate it. However, the presence of unsaturated carbon chain in vegetable oil makes the recycled asphalt more sensitive to ultraviolet light, which affects the durability of asphalt. Therefore, this paper studies the performance of asphalt before and after UV aging from micro and macro aspects. Firstly, through four-component analysis and FTIR and other experiments, the micro changes of waste vegetable oil recycled asphalt after UV aging were revealed, and the UV aging mechanism of waste vegetable oil recycled asphalt was clarified. At the same time, the mineral oil recycled asphalt and SK-70 asphalt are introduced. The physical properties, rheological properties and road performance of the three kinds of asphalt were compared with ultraviolet aging time through DSR and BBR tests. The influence of ultraviolet aging on SK-70 asphalt and two kinds of recycled asphalt was clarified from the perspective of macro performance. The results show that compared with the other two kinds of asphalt, the dispersion of light components in waste vegetable oil recycled asphalt is more serious after UV aging, and the changes of components and functional groups are the most obvious. The change of functional groups is three times of SK-70 asphalt, and the UV aging resistance is poor. After UV aging, the indexes of three kinds of asphalt in evaluating high, medium and low temperature performance are consistent, which indicates that the changes of three kinds of asphalt after aging are consis-tent: the high temperature performance is improved, while the low and medium temperature performance is decreased, and the most obvious performance change is recycled asphalt from waste vegetable oil.
|
Published: 16 July 2021
|
|
Fund:National Natural Science Foundation of China(51778037,51308030). |
About author:: Zhi Suo obtained his Ph.D. degree from Hong Kong Polytechnic University in 2010 and served at Beijing University of Civil Engineering and Architecture till now. He is currently an associate professor and master supervisor. He has published more than 20 journal papers, applied 15 invention national patents and 9 of them were authorized. His team's research interests are functional pavement materials, research and development of low-carbon environmental protection road materials, preventive maintenance management, and coupled field structure analysis. Responsible for completing more than 20 scientific research projects. He has won two first prizes of ministerial science and technology progress award, one-second prize and two third prize of science and technology progress award, and won the first prize of Beijing Science and technology progress award. |
|
|
1 索智,季节,等.北京工业大学学报,2016,42(7),1062. 2 谭忆秋,王佳妮,等.中国公路学报,2008(1),19. 3 王佳妮.公路交通科技(应用技术版),2010,6(3),93. 4 王佳妮. 模拟紫外环境下沥青流变行为及老化机理的研究.博士学位论文,哈尔滨工业大学,2008. 5 叶奋,孙大权,黄彭等.中国公路学报,2006(6),35. 6 叶奋,黄彭.建筑材料学报,2005(5),567. 7 叶奋,黄彭.同济大学学报(自然科学版),2005(7),909. 8 Yonghong Ruan, Richard R Davison, Charles J Glover. Fuel, 2003, 82,1763. 9 Codrin Daranga.Characterization of aged polymer modified asphalt cements for recycling purposes. Ph. D Thesis,Lourisiana State University, 2005. 10 Guern M L. Fuel, 2010, 89(11), 3330. 11 曹雪娟,胡森,曹芯芯.应用化工,2019,48(3),571. 12 季节,郭晨伟,张奥,等.沈阳建筑大学学报(自然科学版),2019,35(2),309. 13 朱程鸿.山西建筑,2019,45(8),89. 14 徐欧明.南京理工大学学报, 2019,43(5),660. 15 Yuanyuan Li. Construction and Building Materials,2019,9,637. 16 Zeng Wenbo, Wu Shaopeng,Wen Jin.et al.Construction and Building Materials,2015, 93,1125. 17 陈浩浩.沥青及沥青混合料紫外老化深度与性能关系研究. 硕士学位论文,武汉理工大学,2017. 18 曾文博.沥青紫外老化机理及其表征方法研究.博士学位论文,武汉理工大学,2017. 19 Januszke R M.Paving.Industrial & Engineering Chemistry Product Research and Development, 1971, 10(2),209. 20 冯振刚,朱昊,李新军,等.武汉理工大学学报,2015,37(12),53. 21 冯振刚,陈冲,栗培龙,等.公路,2016,61(1),206. 22 Xin He, Daniel Hochstein,et al. Journal of Materials in Civil Enginee-ring, 2018, 30(1),04017261. 23 Munera J C, Lainez M A, Ossa A.In:Eurasphalt & Eurobitume Congres, 2012. 24 张奥.废植物油再生沥青抗紫外老化性能研究.硕士学位论文,北京建筑大学,2018. 25 杨慧丽.道路工程,2020,16(3),43. 26 张兴军,冯辉霞.长安大学学报(自然科学版),2020,40(2),38. 27 朱程鸿.山西建筑,2019, 45(8),96. |
|
|
|