用户名: 密码: 验证码:
THFS改性沥青的抗老化性能
详细信息    查看全文 | 推荐本文 |
  • 英文篇名:Anti-aging properties of THFS modified asphalt
  • 作者:季节 ; 郑文华 ; 石越峰 ; 索智 ; 许鹰
  • 英文作者:Ji Jie;Zheng Wenhua;Shi Yuefeng;Suo Zhi;Xu Ying;School of Civil Engineering and Transportation,Beijing University of Civil Engineering and Architecture;Beijing Cooperative Innovation Research Center on Energy Saving and Emission Reduction;
  • 关键词:道路工程 ; THFS ; THFS改性沥青 ; 抗老化性能 ; 老化动力学方程 ; 羰基面积比值 ; Pearson系数
  • 英文关键词:road engineering;;THFS;;THFS modified asphalt;;anti-aging properties;;aging dynamics equation;;area ratio of carbonyl;;Pearson coefficient
  • 中文刊名:OILE
  • 英文刊名:Petroleum Asphalt
  • 机构:北京建筑大学土木与交通工程学院;北京节能减排关键技术协同创新中心;
  • 出版日期:2017-08-25
  • 出版单位:石油沥青
  • 年:2017
  • 期:v.31;No.148
  • 基金:国家自然科学基金(51478028);; 北京市百千万人才工程项目
  • 语种:中文;
  • 页:OILE201704018
  • 页数:9
  • CN:04
  • ISSN:37-1260/TQ
  • 分类号:39-47
摘要
为研究四氢呋喃可溶物(tetrahydrofuransoluble,THFS)改性沥青的抗老化性能,采用RTFOT对不同THFS掺量(0%、4%、6%、8%、10%)的改性沥青进行老化,利用软化点增量(softening pointincrement,SPI)、黏度老化指数(viscosity agingindex,VAI)、残留针入度比(residual penetration ratio,RPR)、残留延度(residual ductility,RD)以及老化前、后的羰基峰面积比值从宏、微观角度分析其抗老化性能。利用Pearson系数法建立THFS改性沥青微观结构与宏观性能之间的相关性。以THFS改性沥青的软化点为参数建立老化动力学方程,分析老化过程的反应速率和活化能。结果表明:THFS改性沥青的SPI、VAI、RPR、羰基峰面积比值与THFS掺量成良好的线性关系,随着THFS掺量的增加,沥青的羰基浓度、SPI、VAI和反应速率逐渐增大,RPR、RD和活化能逐渐降低,说明沥青的抗老化性能越来越差,其中,THFS改性沥青老化前、后的羰基峰面积比值与SPI的相关性最大。当THFS掺量在6%以内时,THFS改性沥青的SPI、VAII、RPR、反应速率及活化能变化幅度相对较小,因此,建议THFS掺量控制在6%以内。
        In order to study the anti-aging properties of tetrahydrofuran soluble(THFS) modified asphalt,RTFOT was used to age the modified asphalt with different THFS contents(0%,4%,6%,8%,10%) in this paper.Softening point increment(SPI),viscosity aging index(VAI),residual penetration ratio(RPR),residual ductility(RD),the ratio of carbonyl peak area before and after aging were applied to analysis the anti-aging properties from macro and micro perspectives.Meanwhile,the correlation between microstructure and macroscopic properties of THFS modified asphalt was established by Pearson coefficient method.Furthermore,the softening point was used as the parameter to establish the aging kinetic equation for analyzing the reaction rate and activation energy of aging process.The results showed that the linear relation between SPI,VAI,RPR,carbonyl peak are a ratio and the THFS content was good.With the increase of THFS contents,the carbonyl concentration,SPI,VAI and reaction rate of asphalt increased,but the RPR,RD and activation energy decreased gradually,which indicated that the anti-aging properties of asphalt became worse and worse.Additionally,the correlation between the carbonyl peak area ratioand SPI was best.The change ranges of SPI,VAI,RPR,reaction rate and activation energy were relatively small when THFS content was less than 6%,therefore,the THFS content was recommended as 6%.
引文
[1]ELLIOT M A.Chemistry of Coal Utilization(SecondSupplementary Volume)[M].New York;John Wiley andSons,Inc,1981.
    [2]ZHENG Li-zhen,WANG Xiao-hua,ZHANG Tie-shuan,et al.Research progress in utilizations of coal liquefaction residues[C]//IEEE.2011 International Conference onMaterials for RenewableEnergy and Environment.New York:IEEE.2011:1627-1630.
    [3]PATEL P.China and South Africa pursue coal liquefaction[J].MRS Bulletin.2012,37(3):204-205.
    [4]赖世熘,陈学连,盛英,等.一种用于从煤直接液化残渣中分离沥青烯、前沥青烯和/或重质油的离子液复合萃取剂[P].中国:201010614927.2011.
    [5]金倬伊.煤直接液化残渣改性沥青的可行性研究[J].广州化工,2014,(03):23-24.
    [6]JI Jie,ZHAO Yongshang,XU Shifa.Study on propertiesof the Blends with Direct Coal Liquefaction Residueand Asphalt[C]//Materials Science,Civil Engineeringand ArchitectureScience,Mechanical Engineering and Manufacturing Technology,ICAEMAS2014.Xi'an,China,2014.USA;Trans Tech PublicationInc,2014:316-321.
    [7]季节,石越峰,索智,等.DCLR与TLA共混改性沥青的性能对比[J].燃料化学学报,2015,43(09):1061-1067.
    [8]陈静,孙鸣,代晓敏,等.基于苯甲醛炙联荆的煤直接液化残渣改性石油沥青[J].燃料化学学报,2015,43(09):1052-1060.
    [9]张久鹏,杜慧,裴建中,等.基于正戊烷沥青质的温拌沥青老化动力性能[J].东南大学学报(自然科学版),2014,44(05):1068-1071.
    [10]Wang Y,Sun L,Qin Y.Aging mechanism of SBS modified asphalt based on chemical reaction kinetics[J].Construction&Building Materials,2015,91:47-56.
    [11]Liu G,Glover C J.A study on the oxidation kinetics of warm mix asphalt[J].Chemical Engineering Journal,2015,280:115-120.
    [12]Yao H,Dai Q,You Z.Fourier Transform Infrared Spectroscopy characterization of aging-related properties of original and nano-modified asphalt binders[J].Construction&Building Materials,2015,101(1):1078-1087.
    [13]Yao H,You Z,Li L,et al.Rheological properties and chemical analysis of nanoclay and carbon microfiber modified asphalt with Fourier transform infrared spectroscopy[J].Construction&Building Materials,2013,38(2):327-337.
    [14]Maria de Fátima A.de S.Araujo,Lins V D F C,Pasa V M D,et al.Infrared spectroscopy study of photodegradation of polymer modified asphalt binder[J].Journal of Applied Polymer Science,2012,125(4):3275-3281.
    [15]赵永利,顾凡,黄晓明.基于FTIR的SBS改性沥青老化特性分析[J].建筑材料学报,2011,14(05):620-623.
    [16]JTG E20—2011.《公路工程沥青及沥青混合料试验规程》[S].北京:人民交通出版社,2011.
    [17]余剑英,庞凌,吴少鹏.沥青材料老化与防老化[M].武汉:武汉理工大学出版社,2012.
    [18]樊钊甫.基于沥青老化的沥青微观特性基础理论研究[D].广州:华南理工大学,2016.
    [19]Tarefder R,Arifuzzaman M.A Study of Moisture Damage in Plastomeric Polymer Modified Asphalt Binder Using Functionalized AFM Tips[J].Journal of Systemics Cybernetics&Informatics,2011,9(6):20-29.
    [20]Zhaohui Zhao,MingqinXuan,Zheng Liu,et al.A Study on Aging Kinetics of Asphalt Based on Softening Point[J].Petroleum Science&Technology,2003,21(9-10):1575-1582.
    [21]丛玉凤,廖克俭,翟玉春.道路沥青老化动力学的研究—以软化点为参数建立沥青老化动力学模型[J].石油炼制与化工,2005,36(05):23-26.
    [22]Chávez-Valencia L E,Manzano-Ramírez A,Alonso-Cuzmán E,et al.Modelling of the performance of asphalt pavement using response surface methodology—the kinetics of the aging[J].Building&Environment,2005,42(2):933-939.

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700