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硅酸盐通报 ›› 2021, Vol. 40 ›› Issue (12): 4158-4166.

• 道路材料 • 上一篇    下一篇

PAPI型聚氨酯改性沥青性能与微观机理

王力1, 张增平1, 朱友信2, 刘浩1, 陈俐企1, 班孝义1   

  1. 1.长安大学特殊地区公路工程教育部重点实验室,西安 710064;
    2.昭通市都香高速公路投资开发有限公司,昭通 657000
  • 出版日期:2021-12-15 发布日期:2022-01-07
  • 通讯作者: 张增平,博士,教授。E-mail:zhangzp1999@163.com
  • 作者简介:王力(1993—),男,硕士研究生。主要从事道路材料的研究。E-mail:wang_li@chd.edu.cn
  • 基金资助:
    陕西省交通运输厅交通科研项目(17-06K)

Properties and Microscopic Mechanism of PAPI Type Polyurethane Modified Asphalt

WANG Li1, ZHANG Zengping1, ZHU Youxin2, LIU Hao1, CHEN Liqi1, BAN Xiaoyi1   

  1. 1. Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang'an University, Xi'an 710064, China;
    2. Zhaotong Duxiang Expressway Investment Development Co. , Ltd, Zhaotong 657000, China
  • Online:2021-12-15 Published:2022-01-07

摘要: 为了研究聚氨酯(PU)对沥青的改性机理,以多亚甲基多苯基多异氰酸酯(PAPI)与聚己二酸乙二醇酯二元醇(PEA)、聚四氢呋喃(PTMEG)合成两种PU预聚体,并用其制备PU改性沥青。采用针入度、软化点、延度、黏度试验测试改性沥青基本性能,并通过傅里叶变换红外光谱(FTIR)、原子力显微镜(AFM)、热重(TG)分析、差示扫描量热法(DSC)对其微观结构及反应机理进行分析。研究结果表明,PAPI型PU可以通过物理和化学反应协同改善沥青的高低温性能,PU的加入可使沥青针入度降幅超过20%,软化点提升高于35%,延度性能提升超350%,两种PU改性剂均可显著提升沥青的黏度。PU与沥青反应生成PU-沥青枝接物提高了相容性,导致改性沥青的官能团比例发生变化,PU掺入后会增大沥青中蜂形结构的高度,从而提高沥青的高温性能。PAPI-PEA型PU改性沥青热稳定性优于PAPI-PTMEG型PU改性沥青,而PAPI-PTMEG型PU改性沥青具有更低的玻璃化转变温度。

关键词: 聚氨酯, 改性沥青, 聚氨酯改性沥青, 高温性能, 热稳定性, 微观机理

Abstract: In order to study the modification mechanism of polyurethane (PU) on asphalt, two kinds of PU prepolymers were synthesized from polymethylene polyphenyl polyisocyanate (PAPI), polyglycol adipate diol (PEA) and polytetrahydrofuran (PTMEG), which were used to prepare PU modified asphalt. The basic properties of modified asphalt were tested by penetration test, softening point test, ductility test and viscosity test, and the microstructure and reaction mechanism of modified asphalt were analyzed by fourier transform infrared spectroscopy (FTIR), atomic force microscope (AFM), thermogravimetric (TG) analysis and differential scanning calorimetry (DSC).The results show that PAPI type PU improves the high and low temperature performances of asphalt through physical and chemical reactions. The addition of PU reduces the penetration of asphalt by more than 20%, improves the softening point by more than 35%, and improves the ductility by more than 350%. Both PU modifiers significantly improve the viscosity of asphalt. PU reacts with asphalt to form PU-asphalt grafts to improve compatibility, resulting in a change in the ratio of functional groups of modified asphalt. The incorporation of PU increases the height of the bee-shaped structure in the asphalt, thereby improving the high temperature performance of the asphalt. PAPI-PEA type PU modified asphalt has better thermal stability than PAPI-PTMEG type PU modified asphalt, while PAPI-PTMEG type PU modified asphalt has a lower glass transition temperature.

Key words: polyurethane, modified asphalt, polyurethane modified asphalt, high temperature performance, thermal stability, microscopic mechanism

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