中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 2018, Vol. 37 ›› Issue (03): 27-33.DOI: 10.3969/j.issn.1674-0696.2018.03.06

• Highway & Railway Engineering • Previous Articles     Next Articles

Experimental Study on High Temperature Performance of Nano-composite Modified Asphalt and Its Mixture at Extreme High Temperature

SU Manman1, 2, ZHANG Hongliang2, LV Jianwei3, ZHANG Yongping3   

  1. (1.School of Traffic and Transportation, Shijiazhuang Tiedao University, Shijiazhuang 050043, Hebei, P. R. China; 2.Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang'an University, Xi'an 710064, Shaanxi, P. R. China; 3. Hangzhou Highway Administration, Hangzhou 310000, Zhejiang, P. R. China)
  • Received:2016-11-28 Revised:2017-04-22 Online:2018-03-20 Published:2018-03-26

极端高温下纳米复合改性沥青及其混合料高温性能试验研究

苏曼曼1,2,张洪亮2,吕建伟3,张永平3   

  1. (1.石家庄铁道大学 交通运输学院,河北 石家庄 050043; 2.长安大学 特殊地区公路工程教育部重点实验室, 陕西 西安 710064; 3.杭州市公路管理局,浙江 杭州 310000)
  • 作者简介:苏曼曼(1988—),女,山东济宁人,讲师,博士,主要从事路基路面方面的研究。E-mail:674208193@qq.com。
  • 基金资助:
    浙江省交通运输厅资助项目(2014H25)

Abstract: In order to reduce the rutting failure of asphalt pavement at extreme high temperature, the nano-ZnO, nano-TiO2 and SBS were used to compositely modify SK-70 base asphalt. According to the comparison of penetration, softening point, ductility, DSR and the results of aging tests, a nano-composite modification scheme for improving the high temperature performance of asphalt was proposed. And then the nano-composite modified asphalt mixture was prepared according to the AC-20 and SMA-13 asphalt mixture grades. The rutting tests of 5 different asphalt mixtures were respectively carried out by a Hamburger rutting tester at 60 ℃, 67 ℃ and 75 ℃. The results show that 3% ZnO +0.5% TiO2+3.7% SBS modified system has a good effect on high temperature properties of base asphalt, and can improve the aging-resistance ability of asphalt. For areas with extreme high temperature, the AC-20 asphalt mixtures with 3% ZnO +0.5% TiO2+3.7% SBS modified asphalt was recommended as a medium layer paving material to resist the shear failure of middle layer caused by extreme high temperature weather.

Key words: road engineering, nano-composite modified asphalt, asphalt mixture, Hamburg wheel tracking test, rutting depth, extreme high temperature

摘要: 为减缓极端高温天气下的沥青路面车辙病害,采用纳米ZnO、TiO2和SBS对SK-70基质沥青进行复合改性,通过对比改性沥青针入度、软化点、延度、DSR及老化试验结果,提出对沥青高温性能改善最佳的纳米复合改性方案。进而根据AC-20和SMA-13沥青混合料级配制备了纳米复合改性沥青混合料,然后采用汉堡车辙试验仪对5种不同沥青混合料分别进行60、67、75 ℃下的车辙试验。试验结果表明:3%ZnO+0.5% TiO2+3.7%SBS改性方案能较好改善基质沥青的高温性能,提高沥青的抗老化性能;对极端高温天气地区,推荐使用采用3%ZnO +0.5% TiO2+3.7%SBS改性方案制备的AC-20沥青混合料作为中面层铺筑料,以抵抗极端高温天气造成的中面层剪切破坏。

关键词: 道路工程, 纳米复合改性沥青, 沥青混合料, 汉堡车辙试验, 车辙深度, 极端高温

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