交通运输工程

NOMMT/SBS复合改性沥青流变性能

  • 郭乃胜 ,
  • 荆华龙 ,
  • 刘超 ,
  • 赵颖华
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  • (大连海事大学 交通运输工程学院,辽宁 大连 116026)
郭乃胜*(1978 – ),男,博士,副教授,博士生导师,E-mail:naishengguo@126.com.

收稿日期: 2017-08-09

  修回日期: 2017-09-15

  网络出版日期: 2017-09-15

基金资助

国家自然科学基金资助项目(51308084);中央高校基本科研业务费专项资金资助项目(3132017029);辽宁公路科技创新重点科研项目(201701).

Rheological properties of NOMMT/SBS composite modified asphalt

  • GUO Nai-sheng ,
  • JING Hua-long ,
  • LIU Chao ,
  • ZHAO Ying-hua
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  • (School of Transportation Engineering,Dalian Maritime University,Dalian 116026,China)

Received date: 2017-08-09

  Revised date: 2017-09-15

  Online published: 2017-09-15

摘要

为了研究纳米有机蒙脱土(NOMMT)与SBS两种改性剂对沥青流变性能的影响,采用熔融插层复合法,将改性剂与基质沥青熔融共混,制备了6种不同NOMMT、SBS改性剂掺量的NOMMT/SBS复合改性沥青.通过动态剪切流变(DSR)与弯曲梁流变(BBR)试验,分析不同的温度、NOMMT及SBS掺量和老化条件下的沥青流变性能.结果表明,SBS改性剂对基质沥青的高温稳定性和低温抗裂性具有良好的改善作用,且改善效果与SBS掺量有关;添加NOMMT不仅可有效增强SBS改性沥青的高温稳定性和低温抗裂性,而且显著提高其抗老化性能.此外,在研究的NOMMT和SBS掺量范围内,添加2%NOMMT和3%SBS改性沥青老化前后的高温稳定性和低温抗裂性最好.

本文引用格式

郭乃胜 , 荆华龙 , 刘超 , 赵颖华 . NOMMT/SBS复合改性沥青流变性能[J]. 大连海事大学学报, 2018 , 44(1) : 122 -130 . DOI: 10.16411/j.cnki.issn1006-7736.2018.01.018

Abstract

In order to study the influence of two kinds of modifiers, nano-organic montmorillonite (NOMMT) and SBS on the rheological properties of asphalt, 6 kinds of NOMMT/SBS modified asphalt with different NOMMT and SBS contents were prepared by melt intercalation composite method, and the rheological properties of asphalt under different temperature, NOMMT and SBS contents and aging conditions were analyzed by using the dynamic shear rheological (DSR) and bending beam rheological (BBR) tests. Results show that the high temperature stability and low temperature cracking resistance of basic asphalt are significantly improved by the addition of SBS, and that is SBS dependence. The addition of NOMMT can not only significantly enhance the high temperature stability and low temperature cracking resistance, but also effectively increase the aging resistance of SBS modified asphalt. The high temperature stability and low temperature cracking resistance of the modified asphalt are the best before and after aging with the addition of 2%NOMMT and 3%SBS.

参考文献

[1]丁烈梅.SBS改性沥青混合料在道路施工中的应用研究[D].上海:同济大学,2007.
DING Lie-mei.Study on the modification and application of asphalt mixture by SBS[D].Shanghai:Tongji University, 2007.(in Chinese)
[2]熊萍,郝培文.SBS改性沥青储存稳定性试验方法和评价指标的研究[J].中国公路学报,2005,18(1):1 – 6.
XIONG Ping,HAO Pei-wen.Study of the experimental method and evaluating index of SBS modified asphalt storage stability[J].China Journal of Highway and Transport,2005,18(1):1 – 6.(in Chinese)
[3]王岚,王子豪,李超.多聚磷酸及多聚磷酸-SBS改性沥青低温性能[J].复合材料学报,2017,34(2):329 – 335.
WANG L,WANG Z H,LI C.Low temperature performance of polyphosphoric acid asphalt and polyphosphoric acid-SBS modified asphalt[J].Acta Materiae Composite Sinica,2017,34(2):329 – 335.(in Chinese)
[4]RASOOL R T,WANG S F,ZHANG Y,et al.Improving the aging resistance of SBS modified asphalt with the addition of highly reclaimed rubber[J].Construction and Building Materials,2017,145:126 – 134.
[5]LIANG M,LIANG P,FAN W Y,et al.Thermo-rheological behavior and compatibility of modified asphalt with various styrene-butadiene structures in SBS copolymers[J].Materials and Design,2015,88:177 – 185.
[6]LIANG M,XIN X,FAN W Y,et al.Investigation of the rheological properties and storage stability of CR/SBS modified asphalt[J].Construction and Building Materials, 2015,74:235 – 240.
[7]LI X,ZHAN Z J,PENG G R,et al.A new method for preparing completely exfoliated epoxy/clay nano- composites:nano-disassembling method[J].Polymer Bulletin,2011,67(4):719 – 727.
[8]YOU Z,MILLS-BEALE J,FOLEY J M,et al.Nanoclay-modified asphalt materials:preparation and characterization[J].Construction and Building Materials, 2011,25(2):1072 – 1078.
[9]FANG C Q,YU R E,LIU S L,et al.Nanomaterials applied in asphalt modification:a review[J].Journal of Materials Science & Technology,2013,29(7):589 – 594.
[10]孙璐,辛宪涛,于鹏.纳米SiO2改性沥青混合料的路用性能[J].公路交通科技,2013,30(8):1 – 5.
SUN Lu,XIN Xian-tao,YU Peng.Pavement performance of nano-SiO2 modified asphalt mixture[J].Journal of Highway and Transportation Research and Development, 2013,30(8):1 – 5.(in Chinese)
[11]陈渊召,陈爱玖,李超杰,等.纳米氧化锌改性沥青混合料性能分析[J].中国公路学报,2017,30(7):25 – 32.
CHEN Yuan-zhao,CHEN Ai-jiu,LI Chao-jie,et al.Analysis of performance for nano-ZnO modified asphalt mixture[J].China Journal of Highway and Transport,2017,30(7):25 – 32.(in Chinese)
[12]孙培,张洪亮,郭桂宏,等.纳米复合改性沥青混合料路用性能研究[J].建筑材料学报,2016,19(4):672 – 677.
SUN Pei,ZHANG Hong-liang,GUO Gui-hong,et al.Pavement performance of nano-composite modified asphalt[J].Journal of Building Materials,2016,19(4): 672 – 677.(in Chinese)
[13]孔德胜,高继平.纳米SiO2/POE复合改性沥青及其混合料性能研究[J].公路与汽运,2017(4):67 – 72.
KONG De-sheng,GAO Ji-ping.Peroformance of Namo SiO2/POE composite modified asphalt[J].Highways & Automotive Applications,2017(4):67 – 72.(in Chinese)
[14]杨春风,高恒楠,孙吉书.纳米膨润土改性沥青混合料路用性能试验研究[J].中外公路,2016,36(3):289 – 292.
YANG Chun-feng,GAO Heng-nan,SUN Ji-shu.Road performance of Nano-bentonite modified asphalt mixture [J].Journal of China & Foreign Highway,2016,36(3):289 – 292.(in Chinese)
[15]付玉,余剑英,冯鹏程,等.蒙脱土改性沥青的制备与性能研究[J].武汉理工大学学报,2007,29(9):51 – 54.
FU Yu,YU Jian-ying,FENG Peng-cheng,et al.Preparation and properties of montmorillonite modified asphalt[J].Journal of Wuhan University of Technology, 2007,29(9):51 – 54.(in Chinese)
[16]YU J Y,ZENG X,WU S P,et al.Preparation and properties of montmorillonite modified asphalts[J].Materials Science and Engineering:A,2007,447(1 – 2):233 – 238.
[17]肖新颜,张登科,晏英,等.有机蒙脱土/环氧树脂改性沥青材料的性能[J].华南理工大学学报(自然科学版),2015,43(2):139 – 143.
XIAO Xin-yan,ZHANG Deng-ke,YAN Ying,et al.Properties of asphalt modified with organic montmorillonite/epoxy resin[J].Journal of South China University of Technology(Natural Science Edition),2015, 43(2):139 – 143.(in Chinese)
[18]FANG C Q,YU R E,LI Y,et al.Preparation and characterization of an asphalt-modifying agent with waste packaging polyethylene and organic montmorillonite[J].Polymer Testing,2013,32(5):953 – 960.
[19]唐新德,韩念凤,贺忠国,等.蒙脱土/SBS复合改性沥青性能研究[J].建筑材料学报,2010,13(4):550 – 554.
TANG Xin-de,HAN Nian-feng,HE Zhong-guo,et al.Research on the property of montmorillonite/SBS composite modified asphalt[J].Journal of Building Materials,2010,13(4):550 – 554.(in Chinese)
[20]王骁.纳米蒙脱土改性沥青及其混合料的流变特性研究[D].武汉:武汉理工大学,2010.
WANG Xiao.Research on the rheological characteristics of nano montmorillonite modified bitumen and its mixtures[D].Wuhan:Wuhan University of Technology, 2010.(in Chinese)
[21]刘大梁,包双雁.有机化蒙脱土改善SBS改性沥青性能的研究[J].建筑材料学报,2007,10(4):500 – 504.
LIU Da-ling,BAO Shuang-yan.Research of improvement of SBS modified asphalt pavement performance by organic monotmorillonite[J].Journal of Building Materials,2007,10(4):500 – 504.(in Chinese)
[22]ZHANG H L,ZHU C Z,TAN B Y,et al.Effect of organic layered silicate on microstructures and aging properties of styrene-butadiene-styrene copolymer modified bitumen[J].Construction and Building Materials,2014,68:31 – 38.

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