Study on Premature Failure Mechanism of Polyurethane Paving Materials

被引:0
|
作者
Xu, Song [1 ]
Wang, Yefei [2 ]
Wei, Bicheng [3 ]
Yuan, Yan [1 ]
Que, Yun [1 ]
Lin, Cunhui [1 ]
机构
[1] College of Civil Engineering, Fuzhou University, Fuzhou
[2] School of Civil Engineering and Transportation, South China University of Technology, Guangzhou
[3] Fujian Provincial Key Laboratory of Highway Engineering, Fuzhou
来源
Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences | 2024年 / 51卷 / 09期
基金
中国国家自然科学基金;
关键词
aging of materials; failure analysis; polyurethanes; UV aging;
D O I
10.16339/j.cnki.hdxbzkb.2024091
中图分类号
学科分类号
摘要
To reveal the premature failure mechanism of polyurethane binder,it is used to optimize the formula and construction process. In this paper,by analyzing tensile strength,shear strength,bond strength,elongation at break,micro-morphology,and functional groups,the failure mechanism of polyurethane binder was summarized. The results showed that after 480 h aging,the elongation at break of hydrothermal aging was 2.44 times that of thermal oxygen aging,and the reduction ratio of bond strength and shear strength were 4.01 times and 8.95 times that of thermal oxygen aging,respectively. Moreover,the weakening effect of ultraviolet aging on tensile strength was much greater than the increase of strength after curing,and its aging rate was accelerated,resulting in an accelerated decrease in tensile strength. In addition,during the pavement construction process,it was necessary to ensure that the moisture content of cement pavement should be less than 4% as much as possible. Construction can continue after drying for about 24 h after rainfall. When the construction period is tight,a high-power floor-standing industrial fan or infrared heating truck can be used to reduce the water content of the road surface so as to ensure the construction quality of the polyurethane binder. © 2024 Hunan University. All rights reserved.
引用
收藏
页码:99 / 110
页数:11
相关论文
共 14 条
  • [1] WANG R W, HU Z H, SHI J L, Et al., Development and pavement performance evaluation of paving materials with high molecular polymer, Road Machinery & Construction Mechanization, 35, 10, pp. 39-42, (2018)
  • [2] JI H D, HE D P, LI B, Et al., Evaluation of rheological and anti-aging properties of TPU/nano-TiO<sub>2</sub> composite-modified asphalt binder [J], Materials, 15, 9, (2022)
  • [3] XU P L, ZHANG S Q., Handbook of polyurethane materials, (2002)
  • [4] LI T S, LU G Y, WANG D W, Et al., Key properties of high-performance polyurethane bounded pervious mixture, China Journal of Highway and Transport, 32, 4, pp. 158-169, (2019)
  • [5] YAO P P, LI C, XIAO S L., Effect of ultraviolet aging on properties and structure of polystyrene, CIESC Journal, 65, 11, pp. 4620-4626, (2014)
  • [6] TAN Y Q, WANG J N, FENG Z L, Et al., Ultraviolet aging mechanism of asphalt binder, China Journal of Highway and Transport, 21, 1, pp. 19-24, (2008)
  • [7] WOO R, ZHU H, LEUNG C, Et al., Environmental degradation of epoxy-organoclay nanocomposites due to UV exposure:part Ⅱ residual mechanical properties[J], Composites Science and Technology, 68, 9, pp. 2149-2155, (2008)
  • [8] HONG B, LU G Y, GAO J L, Et al., Anti-ultraviolet aging performance of polyurethane binders used in roads, China Journal of Highway and Transport, 33, 10, pp. 240-253, (2020)
  • [9] MA W B, HU C, GUO S C, Et al., Flexural and shear bond performance of polyurethane-mortar interface under micro- and macroscale[J], Journal of Materials in Civil Engineering, 31, 7, (2019)
  • [10] HUANG G, YANG T H, HE Z Y, Et al., Polyurethane as a modifier for road asphalt:a literature review[J], Construction and Building Materials, 356, (2022)