1. Research Institute of Highway Ministry of Transport, Beijing 100088, China;
2. School of Chemical Engineering, China University of Petroleum, Qingdao Shandong, 266580, China
Properties of Polyurethane-modified Asphalt Based on Castor Oil
XIA Lei1, ZHANG Hai-yan1, CAO Dong-wei1, GUO Yan-sheng2
1. Research Institute of Highway Ministry of Transport, Beijing 100088, China;
2. School of Chemical Engineering, China University of Petroleum, Qingdao Shandong, 266580, China
摘要To develop a new type of modified asphalt, castor oil-contained asphalt is obtained with green renewable castor oil instead of petroleum-based polyols. The second monomer-liquefied methylene diphenyl diisocyanate (MDI) is gradually added to a pitch system with shearing, and castor oil-based polyurethane (PU)-modified asphalt is prepared. The dosages of castor oil and second monomer MDI are calculated with isocyanate index R (—NCO/—OH)=1.8, and the modified asphalt with 10%-30% content of castor oil-based PU is synthesized. The performance of the modified asphalt is characterized through a conventional experiment. Experiment results show that the modifier in the asphalt is dispersed evenly, and the high-and low-temperature performance of the castor oil-based PU-modified asphalt is improved. The high-temperature grade of the asphalt is determined by performing the original grade test and thin film oven test on samples. On the basis of the high-temperature grade, the high-temperature performance of different asphalt samples after aging is analyzed and evaluated via a multiple stress creep recovery test. Test results show that the creep compliance of the modified asphalt is reduced significantly, and the recovery rate is increased compared with that of base asphalt. Increased elasticity and stiffening are achieved. With the increase in modifier dosage, creep compliance declines and the recovery rate increases simultaneously. The modification effect is also improved.
Abstract:To develop a new type of modified asphalt, castor oil-contained asphalt is obtained with green renewable castor oil instead of petroleum-based polyols. The second monomer-liquefied methylene diphenyl diisocyanate (MDI) is gradually added to a pitch system with shearing, and castor oil-based polyurethane (PU)-modified asphalt is prepared. The dosages of castor oil and second monomer MDI are calculated with isocyanate index R (—NCO/—OH)=1.8, and the modified asphalt with 10%-30% content of castor oil-based PU is synthesized. The performance of the modified asphalt is characterized through a conventional experiment. Experiment results show that the modifier in the asphalt is dispersed evenly, and the high-and low-temperature performance of the castor oil-based PU-modified asphalt is improved. The high-temperature grade of the asphalt is determined by performing the original grade test and thin film oven test on samples. On the basis of the high-temperature grade, the high-temperature performance of different asphalt samples after aging is analyzed and evaluated via a multiple stress creep recovery test. Test results show that the creep compliance of the modified asphalt is reduced significantly, and the recovery rate is increased compared with that of base asphalt. Increased elasticity and stiffening are achieved. With the increase in modifier dosage, creep compliance declines and the recovery rate increases simultaneously. The modification effect is also improved.
夏磊, 张海燕, 曹东伟, 郭燕生. 蓖麻油基聚氨酯改性沥青的性能研究[J]. Journal of Highway and Transportation Research and Development, 2017, 11(4): 15-21.
XIA Lei, ZHANG Hai-yan, CAO Dong-wei, GUO Yan-sheng. Properties of Polyurethane-modified Asphalt Based on Castor Oil. Journal of Highway and Transportation Research and Development, 2017, 11(4): 15-21.
[1] LIU Yi-jun. Polyurethane Resin and its Application[M]. Beijing:Chemical Industry Press, 2011.(in Chinese)
[2] ZHANG Hao, TU Song, SHENG Ji-tai, et al. A kind of High Temperature Anti Rutting Modifier Based on Road Asphalt Polyurethane. China Patent:CN103102706A[P]. 2013.05.15.
[3] LI Lu, SHENG Xing-yue, HAO Zeng-heng. A Compound Modified Asphalt and Its Preparation Method. China Patent:CN103232717A[P].2013.08.07.
[4] ZHAI Hong-jin, YING Jun, ZHENG Lei. A Method for Preparation of Polyurethane Modified Asphalt[P]. China Patent:CN102850506A, 2013.01.02.
[5] GAN Hou-lei, YI Chang-hai, JIN Xue, et al. Study on Polyurethane Complexes Based on Castor Oil[J]. Adhesive,2008, 29(2):11-13.(in Chinese)
[6] JTG E20-2011, Standard Test Methods of Bitumen and Bituminous Mixtures for Highway Engineering[S].(in Chinese)
[7] AASHTO TP 70-10, Standard Method of Test for Multiple Stress Creep Recovery (Mscr) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR)[S].
[8] BUKOWSKI J.The Multiple Stress Creep Recovery Procedure, FHWA-HIF-11-038[R]. Washington, D.C.:Federal Highway Administration of United States Department of Transportation, 2011.
[9] FENG Zhong-liang, WANG Rui-qiang, CAO Rong-ji. Study on High Temperature Performance of Asphalt by Repeated Creep Test[J]. Chinese and Foreign Highway, 2007, 27(1):181-183.(in Chinese)
[10] ZHANG Xiao-ning, MENG Yong-jun, ZOU Gui-1ian.High-temperature Index of Modified Asphalt Based on Repeated Creep[J]. Joumal of South China University of Technology:Natural Science Edition, 2008,36(2):23-27.(in Chinese)
[11] ZHANG H Y, WU X W, CAO D W, et al. Effect of Linear Low Density-Polyethylene Grafted with Maleic Anhydride (LLDPE-g-MAH) on Properties of High Density-Polyethylene/Styrene-Butadiene-Styrene(HDPE/SBS) Modified Asphalt[J].Construction and Building Mterials, 2013,47:192-198.
[12] D6690-06a, Standard Specification for Joint and Crack Sealants, Hot Applied, for Concrete and Asphalt Pavements[S].
[13] D5893-04, Standard Specification for Cold Applied, Single Component, Chemically Curing Silicone Joint Sealant for Portland Cement Concrete Pavements[S].
[1]
李宁, 马骉, 李瑞, 司伟. 基于PUMA的单级和多级加载模式下级配碎石性能研究[J]. Journal of Highway and Transportation Research and Development, 2019, 13(2): 1-12.
[2]
许海亮, 任合欢, 何兆才, 何炼. 车路耦合条件下沥青混凝土路面变形特性时域分析[J]. Journal of Highway and Transportation Research and Development, 2019, 13(2): 13-19.
[3]
杜健欢, 艾长发, 黄超, 郭玉金, 蒋运兵. 界面水对沥青复合小梁疲劳性能的影响试验[J]. Journal of Highway and Transportation Research and Development, 2019, 13(1): 1-7.
[4]
姚国强, 言志信, 龙哲, 翟聚云. 基于岩质边坡相似材料的锚固界面剪应力分布规律研究[J]. Journal of Highway and Transportation Research and Development, 2019, 13(1): 8-15.
[5]
刘泽, 何矾, 黄天棋, 蒋梅东. 车辆荷载在挡土墙上引起的附加土压力研究[J]. Journal of Highway and Transportation Research and Development, 2019, 13(1): 16-23.
[6]
邱欣, 徐静娴, 陶钰强, 杨青. 路面结冰条件判别标准及SVM预测分析研究[J]. Journal of Highway and Transportation Research and Development, 2018, 12(4): 1-9.
[7]
高伟, 崔巍, 李秀凤. 半刚性基层表面抗冲刷性能试验与分析[J]. Journal of Highway and Transportation Research and Development, 2018, 12(4): 10-17.
[8]
张向东, 任昆. 煤渣改良土路基的动弹性模量及临界动应力试验研究[J]. Journal of Highway and Transportation Research and Development, 2018, 12(4): 25-32.
[9]
刘栋, 尚小亮, 杨西海. 垃圾焚烧炉渣中可溶盐对水泥稳定材料性能的影响[J]. Journal of Highway and Transportation Research and Development, 2018, 12(4): 18-24.
[10]
李龙海, 杨茹. 多次加铺的复合道面疲劳寿命分析[J]. Journal of Highway and Transportation Research and Development, 2018, 12(3): 7-15.
[11]
蔡旭, 李翔, 吴旷怀, 黄文柯. 基于旋转压实的水泥稳定再生集料设计方法研究[J]. Journal of Highway and Transportation Research and Development, 2018, 12(3): 1-6.
[12]
李金路, 冯子强, 吴佳杰, 魏姗姗, 葛智. 环境及疲劳荷载作用下碳纳米管水泥基复合材料压敏性能研究[J]. Journal of Highway and Transportation Research and Development, 2018, 12(3): 16-21.
[13]
田小革, 韩海峰, 李新伟, 吴栋, 魏东. 半刚性路面中双层半刚性基层的倒装效应[J]. Journal of Highway and Transportation Research and Development, 2018, 12(3): 22-27.
[14]
邢磊, 雷柏龄, 陈忠达, 戴学臻. 彩色沥青路面胶凝材料的制备技术[J]. Journal of Highway and Transportation Research and Development, 2018, 12(2): 1-6.
[15]
方薇, 陈向阳, 杨果林. 带齿格栅加筋挡墙工作机理的数值模拟研究[J]. Journal of Highway and Transportation Research and Development, 2018, 12(2): 7-13.