全部 标题 作者
关键词 摘要

OALib Journal期刊
ISSN: 2333-9721
费用：99美元
投递稿件

查看量下载量

相关文章

更多...

纳米改性沥青制备和路用性能研究

, PP. 15-22

Keywords: 道路工程,纳米改性沥青,表面改性,路用性能,PG分级,零剪切粘度

Full-Text   Cite this paper   Add to My Lib

Abstract:

？为提高基质沥青的路用性能,采用纳米Ⅰ作为改性剂,并选用A,B和C作为分散剂,制备了纳米改性沥青并进行路用性能评价;同时将纳米Ⅰ与SBS复合进行沥青改性,以考察纳米Ⅰ对聚合物改性沥青性能的影响。对其中的优选改性方案,进行DSR和BBR试验,进一步评价其路用性能。结果表明:纳米Ⅰ可以明显改善沥青的性能,使沥青的高温性能得以显著提高;纳米粒子的表面改性对沥青的性能有显著影响,有必要开发适用于沥青的纳米粒子表面改性方案,以充分发挥粒子的纳米效应;纳米Ⅰ对SBS改性沥青的影响表现为高、低温路用性能的全面提高。

 References

[1]  张艳红,王晓帆.层间接触条件对沥青路面力学响应的影响[J].长安大学学报:自然科学版,2012,32(5):7-11.
[2]  ZHANG Yan-hong,WANG Xiao-fan.Impact of Interlayer Condition on Mechanical Response of Asphalt Pavement[J].Journal of Chang'an University:Natural Science Edition,2012,32(5):7-11.
[3]  李 蕊,李彦伟,石 鑫,等.轻质高效能木质沥青混合料的弹性降噪性能[J].长安大学学报:自然科学版,2012,32(4):21-24.
[4]  LI Rui,LI Yan-wei,SHI Xin,et al.Elastic and Noise Reduction Performance of Light Weight and High Efficacy Wood Bituminous Mixtures[J].Journal of Chang'an University:Natural Science Edition,2012,32(4):21-24.
[5]  VEN DE VEN M F C,MOLENAAR A A A,BESAMUSCA J.Nanoclay for Binder Modification of Asphalt Mixtures[C]//LOIZOS A,PARTL M N,SCARPAS T,et al.Advanced Testing and Characterization of Bituminous Materials.London:Taylor & Francis Group,2009:133-142.
[6]  姜海涛,吴少鹏,况栋梁,等.有机化蒙脱土改性沥青老化性能的研究[J].武汉理工大学学报,2007,29(9):41-43.
[7]  JIANG Hai-tao,WU Shao-peng,KUANG Dong-liang,et al.Aging Properties of Organ-modified Montmorillonite Modified Asphalts[J].Journal of Wuhan University of Technology,2007,29(9):41-43.
[8]  涂 瓛,吴少鹏,韩 君.纳米蒙脱土改性沥青老化性能研究[J].武汉理工大学学报,2009,31(19):20-23.
[9]  TU Huan,WU Shao-peng,HAN Jun.Research on Aging Properties of Nano-montmorillonite Modified Bitumen[J].Journal of Wuhan University of Technology,2009,31(19):20-23.
[10]  黄维蓉.纳米层状硅酸盐改性沥青路用性能试验研究[J].重庆交通大学学报:自然科学版,2009,28(2):231-235.
[11]  HUANG Wei-rong.Experimental Study on Pavement Performance of Nanometer Layered Silicate Modified Asphalt[J].Journal of Chongqing Jiaotong University:Natural Science,2009,28(2):231-235.
[12]  黄维蓉.纳米层状硅酸盐改性沥青混合料路用性能研究[J].重庆交通大学学报:自然科学版,2009,28(1):56-59,73.
[13]  HUANG Wei-rong.Study on Pavement Performance of Nanometer Layered Silicate Modified Asphalt Mixture[J].Journal of Chongqing Jiaotong University:Natural Science,2009,28(1):56-59,73.
[14]  张金升,张银燕,夏小裕,等.沥青材料[M].北京:化学工业出版社,2009.
[15]  ZHANG Jin-sheng,ZHANG Yin-yan,XIA Xiao-yu,et al.Asphalt Materials[M].Beijing:Chemical Industry Press,2009.
[16]  张金升,高友宾,李明田,等.纳米Fe3O4粒子对改性沥青三大指标的影响[J].山东交通学院学报,2004,12(4):10-14.
[17]  ZHANG Jin-sheng,GAO You-bin,LI Ming-tian,et al.The Effect of Fe3O4 Nanometer Particles on the Three Main Indexes of Modified Asphalt[J].Journal of Shandong Jiaotong University,2004,12(4):10-14.
[18]  张金升,李 志,李明田,等.纳米改性沥青相容性和分散稳定机理研究[J].公路,2005(8):142-146.
[19]  ZHANG Jin-sheng,LI Zhi,LI Ming-tian,et al.A Study on Mutual Adaptability and Mechanism of Dispersion and Stability of Nanometer-modified Asphalt[J].Highway,2005(8):142-146.
[20]  马 峰,张 超,傅 珍.纳米碳酸钙改性沥青的DSC分析[J].郑州大学学报:工学版,2006,27(4):49-52.
[21]  MA Feng,ZHANG Chao,FU Zhen.DSC Study of Nano-CaCO3 Modified Asphalt[J].Journal of Zhengzhou University:Engineering Science,2006,27(4):49-52.
[22]  马 峰,张 超,傅 珍.纳米碳酸钙改性沥青的路用性能及机理研究[J].武汉理工大学学报:交通科学与工程版,2007,31(1):88-91.
[23]  ANDERSON D A,LE HIR Y M,PLANCHE J P,et al.Zero Shear Viscosity of Asphalt Binders[J].Transportation Research Record,2002,1810:54-62.
[24]  MOREA F,AGNUSDEI J O,ZERBINO R.Comparison of Methods for Measuring Zero Shear Viscosity in Asphalts[J].Materials and Structures,2010,43(4):499-507.
[25]  张伟民,陈宥之.SBS改性沥青混凝土路面质量控制[J].筑路机械与施工机械化,2011,28(10):273-275.
[26]  ZHANG Wei-min,CHEN You-zhi.Quality Control of SBS Modified Asphalt Concrete Pavement[J].Road Machinery & Construction Mechanization,2011,28(10):273-275.
[27]  朱阿峰,王怀专,陈晓玲.SBS及BRA岩沥青改性沥青混合料性能比对研究[J].筑路机械与施工机械化,2011,28(10):64-66.
[28]  ZHU A-feng,WANG Huai-zhuan,CHEN Xiao-ling.Comparative Study on SBS and BRA Rock Asphalt Modified Asphalt Mixtures Performance[J].Road Machinery & Construction Mechanization,2011,28(10):64-66.
[29]  蒋 玲.硅藻精土与SBS改性沥青混合料路用性能比较试验研究[J].筑路机械与施工机械化,2009,26(11):57-60.
[30]  JIANG Ling.Comparative Experimental Study on Diatomite and SBS Modified Asphalt Mixture Pavement Performance[J].Road Machinery & Construction Mechanization,2009,26(11):57-60.
[31]  郑志飞.SBS改性沥青SMA混合料的施工工艺[J].筑路机械与施工机械化,2005,22(10):24-26.
[32]  ZHENG Zhi-fei.Construction Technology of SMA Mixture Using SBS Modified Asphalt[J].Road Machinery & Construction Mechanization,2005,22(10):24-26.
[33]  徐世法,周朝晖,钱培中,等.Superpave规范对于改性沥青的有效性分析[J].公路交通科技,2003,20(1):41-44.
[34]  XU Shi-fa,ZHOU Chao-hui,QIAN Pei-zhong,et al.Validation Analysis of Superpave Binder Specification for Polymer Modified Bitumen[J].Journal of Highway and Transportation Research and Development,2003,20(1):41-44.
[35]  李祖仲,吴江龙,陈拴发,等.沥青胶浆中矿粉沉降的影响因素及沉降检验[J].长安大学学报:自然科学版,2012,32(4):12-15.
[36]  LI Zu-zhong,WU Jiang-long,CHEN Shuan-fa,et al.Influence Factors and Test of Mineral Filler Sedimentation in Asphalt Mortar[J].Journal of Chang'an University:Natural Science Edition,2012,32(4):12-15.
[37]  江晓霞,沙爱民.超大粒径沥青混合料的成型方法[J].长安大学学报:自然科学版,2012,32(4):7-12.
[38]  JIANG Xiao-xia, SHA Ai-min.Molding Method of Super Large Stone Asphalt Mixture[J].Journal of Chang'an University:Natural Science Edition,2012,32(4):7-12.
[39]  MA Feng,ZHANG Chao,FU Zhen.Performance & Modification Mechanism of Nano-CaCO3 Modified Asphalt[J].Journal of Wuhan University of Technology:Transportation Science & Engineering,2007,31(1):88-91.
[40]  肖 鹏,李雪峰.纳米ZnO/SBS改性沥青微观结构与共混机理[J].江苏大学学报:自然科学版,2006,27(6):548-551.
[41]  XIAO Peng,LI Xue-feng.Microstructure and Cross Blend Mechanism of Nanometer ZnO/SBS Modified Asphalt[J].Journal of Jiangsu University:Natural Science Edition,2006,27(6):548-551.
[42]  肖 鹏,李雪峰.纳米ZnO/SBS改性沥青性能与机理的研究[J].公路交通科技,2007,24(6):12-16.
[43]  XIAO Peng,LI Xue-feng.Research on the Performance and Mechanism of Nanometer ZnO/SBS Modified Asphalt[J].Journal of Highway and Transportation Research and Development,2007,24(6):12-16.
[44]  刘大梁,姚洪波,包双雁.纳米碳酸钙和SBS复合改性沥青的性能[J].中南大学学报:自然科学版,2007,38(3):579-582.
[45]  LIU Da-liang,YAO Hong-bo,BAO Shuang-yan.Performance or Nano-calcium Carbonate and SBS Compound Modified Asphalt[J].Journal of Central South University:Science and Technology,2007,38(3):579-582.
[46]  陈宪宏,刘 杉,孙立夫.纳米二氧化硅与SBR复合改性乳化沥青的性能研究[J].橡胶工业,2007,54(6):337-340.
[47]  CHEN Xian-hong,LIU Shan,SUN Li-fu.Preparation and Properties of Emulsion Asphalt Modified by Nano-silica/SBR Composite[J].China Rubber Industry,2007,54(6):337-340.
[48]  高 濂,孙 静,刘阳桥.纳米粉体的分散及表面改性[M].北京:化学工业出版社,2003.
[49]  GAO Lian,SUN Jing,LIU Yang-qiao.Dispersion and Surface Modification of Nanoparticles[M].Beijing:Chemical Industry Press,2003.
[50]  BAHIA H,ZHAI H,ZENG M,et al.Development of Binder Specification Parameters Based on Characterization of Damage Behavior[J].Journal of the Association of Asphalt Paving Technologists,2001,70:442-470.
[51]  SYBILSKI D.Zero-shear Viscosity of Bituminous Binder and Its Relation to Bituminous Mixture's Rutting Resistance[J].Transportation Research Record,1996,1535:15-21.

Full-Text

Contact Us

service@oalib.com

QQ:3279437679

WhatsApp +8615387084133