[1]陈拴发,豆怀兵,邢明亮,等.TPS 高粘改性沥青胶浆高温流变特性研究[J].西安建筑科技大学学报:自然科学版,2014,46(03):380-384.[doi:10.15986/j.1006-7930.2014.03.013]
　CHEN Shuanfa,DOU Huaibing,XING Mingliang,et al.Study on the rheological properties of high temperature asphalt mortar with high viscosity of TPS[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2014,46(03):380-384.[doi:10.15986/j.1006-7930.2014.03.013]
点击复制

TPS 高粘改性沥青胶浆高温流变特性研究()
分享到：

西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
46
期数:
2014年03期
页码:
380-384
栏目:
出版日期:
2014-06-30

文章信息/Info

Title:
Study on the rheological properties of high temperature asphalt mortar with high viscosity of TPS
文章编号:
1006-7930(2014)03-0380-05
作者:
陈拴发; 豆怀兵; 邢明亮; 何 锐; 刘状壮
(长安大学交通铺面材料教育部工程研究中心,陕西 西安 710064)
Author(s):
CHEN Shuanfa;  DOU Huaibing;  XING Mingliang;  HE Rui
( 1. School of Material Science and Engineering, Chang’an University, Xi’an 710064, China)
关键词:
路面工程; 粉胶比; 沥青胶浆; 感温性
Keywords:
pavement engineering; Dust-to-Binder Ratio; asphalt mortar; temperature susceptibility
分类号:
U214
DOI:
10.15986/j.1006-7930.2014.03.013
文献标志码:
A
摘要:
采用动态剪切流变仪和布氏旋转粘度计,对不同粉胶比下的 TPS 高粘改性沥青胶浆流变特性进行研究,分析了粉胶 比和试验温度对相位角、复数剪切模量、车辙因子、疲劳因子以及布氏粘度的影响.试验结果表明:在各粉胶比下沥青胶浆的复数剪切模量、车辙因子和疲劳因子都随温度的升高而减小;温度一定时,随粉胶比的增大,车辙因子显著增大,疲劳因子逐渐减小,当粉胶比大于1.4 时,车辙因子的增长幅度明显减小;当粉胶比小于1.2 时,粘度随温度的增长速率较小,粉胶比大于1.2 时粘度随温度升高急剧增大,沥青胶浆的感温性随温度升高而增大.综合各指标来看,粉胶比在1.2~1.4 之间时,TPS 高粘改性沥青胶浆流变性能优越.
Abstract:
The properties of different dust-to-binder Ratio of TPS high viscosity modified asphalt mortar were researched comparatively with Dynamic Shear Rheometer(DSR) and Brookfield Viscometer.The variation of phase angle,complex shear modulus,rutting factor,fatigue factor and Brookfield viscosity with Dust-to-Binder Ratio and test temperature were analyzed. The results were as follows: the complex shear modulus,rutting factor and fatigue factor of all asphalt mortar decreased as the temperature rose up; While the temperature was constant,with the Dust-to-Binder Ratio increasing,the rut factor increased significantly and the fatigue factor decreased gradually and when the Dust-to-Binder Ratio was greater than 1.4,the growth rate of rutting factor reduced significantly; When the Dust-to-Binder Ratio was less than 1.2,the growth rate of viscosity with temperature was smaller,and when the Dust-to-Binder Ratio was greater than 1.2,the viscosity increased rapidly with the rising of temperature. The temperature susceptibility of asphalt mortar increased as temperature rise. All factors considered,when the Dust-to-Binder Ratio was between 1.2 and 1.4,the rheological properties of asphalt mortar with high viscosity of TPS are superior.

参考文献/References:

[1] Brosscaud Y,Bellanger J,Gourdon J.Thinner Asphalt Layers for the Maintenance of French Roads[J].Transportation Research Record TRR1334.1992(8):9-12.

[2] 郑卫, 蔡伦涛, 魏开家.超薄沥青磨耗层力学特性与疲劳性能研究[J].武汉理工大学学报,2009,31(16):40-43.

ZHENG Wei,CAI Luntao,WEI Kaijia.Investigation of the Mechanical Properties and Fatigue Performance of UItra Thin Friction Course[J].Journal of Wu han University of Technology,2009,31(16):40-43.

[3] 孟勇军. 不同嵌段比的SBS 改性沥青流变性能研究[D].哈尔滨:哈尔滨工业大学,2008.

MENG Yongjun.Study of Rheological Performance of SBS Modified Asphlt Made[D].Harbin:Harbin University of Technology,2008.

[4] 邢明亮, 陈拴发, 关博文,等.高粘沥青胶浆低温性能评价与分析[J].西安建筑科技大学学报:自然科学版,2013,45(3):416-420.

XING Mingliang,CHEN Shuanfa,GUAN Bowen,et al.The evaluation and analysis of low-temperature performance of high viscosity asphalt mortar[J].J. of Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2013,45(3):416-420.

[5] 祝斯月, 陈拴发, 秦先涛,等.透水性沥青路面高黏改性沥青动态力学性能[J].武汉理工大学学报,2012,34(12):52-56.

ZHU Siyue,CHEN Shuanfa,QIN Xiantao,et al.Dynamic Mechanical Properties of High Viscosity Modified Asphalt of Pervious Asphalt Pavement[J].Journal of Wuhan University of Technology,2012,34(12):52-56.

[6] 胡曙光, 黄绍龙, 张厚记,等. 开级配沥青磨耗层(OGFC)的研究[J].武汉理工大学学报,2004,26(8):23-25.

HU Shuguang,HUANG Shaolong,ZHANG Houji, et al.Study on the Design Performance of Open-graded Asphalt Friction Course[J].Journal of Wuhan University of Technology,2004,26(8):23-25.

[7] 陈瑶, 谭忆秋, 陈克群.TPS 改性剂对高黏沥青性能的影响[J].哈尔滨工业大学学报,2012,44(6):82-85.

CHEN Yao,TAN Yiqiu,CHEN Kequn.Effect of TPS modifier on the properties of high-viscosity asphalt[J].Journal of Harbin University of Technology,2012,44(6):82-85.

[8] 张争奇, 张卫平, 李平. 沥青混合料粉胶比[J].长安大学学报:自然科学版,2004,24(5):7-10.

ZHANG Zhengqi,ZHANG Weiping,LI Ping. Ratio of filler bitumen of asphalt mixture[J].Journal of Chang’an University: Natural Science Edition,2004,24(5):7-10.

[9] 樊亮, 孔祥利, 林江涛,,等.基于流变测试技术的沥青评价方法研究进展[J].材料导报A:综述篇,2012(26):123-128.

FAN Liang,KONG Xiangli,LIN Jiangtao,ZHANG Yuzhen,et al.Review of Asphalt Evaluation Methods Based on Rheological Measure Technology[J].Journal of materials A:Review article,2012(26):123-128.

[10] 郑传峰, 佴磊, 张力,等.SEAM 改性沥青流变特性[J].吉林大学学报:工学版,2011,41(5):1284-1288.

ZHENG Chuan-feng, ER Lei, ZHANG Li et al. Rheological properties of SEAM modified asphalt binder[J].Journal of JilinUniversity:Engineering and Technology Edition,2011,41(5):1284-1288.

[11] 孙杨勇, 张起森. 沥青粘度测定及其影响因素分析[J].长沙交通学院学报,2002,18(2):67-70.

SUN Yangyong, ZHANG Qisen. Determination and analysis of the factors influencing theviscosity of asphalt[J].Journal of Changsha Institute of traffic,2002,18(2):67-70.

[12] 邹桂莲, 张肖宁, 韩传代. 应用DSR评价沥青胶浆路用性能的研究[J].哈尔滨建筑大学学报,2001,34(3):112-115.

ZOU Guilian, ZHANG Xiaoning, HAN Chuandai. Utilization of DSR for evaluation of pavement performance. Journal of Harbin university of science building ,2001,34(3):112-115.

[13] 冯浩. 基于粘弹性理论的沥青胶浆试验特性研究[D].长沙:长沙理工大学,2008.

FENG Hao. Research on experimentation characteristic of asphalt mortar with viseo-elasticity theory[D].Changsha: Changsha University of Technology,2008.

[14] 王安国, 朱洪洲, 陈团结, 等.硅藻土改性沥青胶浆高温性能评价[J].公路工程,2010,35(1):150-154.

WANG Anguo,ZHU Hongzhou,CHEN Tuanjie,et al.Evaluation on High-temperature Behavior of Diatom ite Modified Asphalt[J].Highway Engineering, 2010,35(1):150-154.

[15] 邢明亮. 排水路面沥青混合料的胶浆特性与矿料组成研究[D].西安:长安大学,2010.

XING Mingliang.Study on the Mortar and Composition of Pervious Asphalt Mixture[D].Xi’an:Chang’an University,2010.

[16] 李祖仲.应力吸收层沥青混合料组成设计及抗裂性能研究[D].西安:长安大学,2009.

LI Zuzhong. Research on Material of Stress-abssorbing layer Asphalt Mixture and Anti-cracking performance[D]. Xi’an: Chang’an University ,2009.

[17] SZYDLO A, MACKIEWICZ P. Asphalt mixes deformation sensitivity to change in rheological parameters[J].Journal of Materials in Civil Engineering,2005,17(1):1-9.

相似文献/References:

[1]邢明亮,陈拴发,关博文,等.高粘沥青胶浆低温性能评价与分析[J].西安建筑科技大学学报:自然科学版,2013,45(03):416.[doi:10.15986/j.1006-7930.2013.03.019]
　XING Ming-liang,CHEN Shuan-fa,GUAN Bo-wen,et al.Evaluation of asphalt mortar with High Viscosity at Low Temperature[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2013,45(03):416.[doi:10.15986/j.1006-7930.2013.03.019]
[2]季 节,石越峰,李鹏飞,等.煤直接液化残渣和粉胶比对沥青胶浆高低温性能的影响[J].西安建筑科技大学学报:自然科学版,2015,47(04):511.[doi:10.15986/j.1006-7930.2015.04.009]
　JI Jie,SHI Yuefeng,LI Pengfei,et al.Analysis of high and low temperature properties of asphalt mortar affected by DCLR and filler-asphalt ratio[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2015,47(03):511.[doi:10.15986/j.1006-7930.2015.04.009]
[3]关泊,张德鹏,李雨,等.基于原子力显微镜的新旧沥青融合机理及力学性质研究[J].西安建筑科技大学学报:自然科学版,2017,49(06):919.[doi:10.15986/j.1006-7930.2017.06.022]
　GUAN Bo,ZHANG Depeng,LI Yu,et al.Research on the fusion mechanism and mechanical property of the old and new asphaltbased on atomic force microscope[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2017,49(03):919.[doi:10.15986/j.1006-7930.2017.06.022]
[4]陈世斌,袁永强,姚运仕,等.沥青路面真空压实的试验研究[J].西安建筑科技大学学报:自然科学版,2018,50(06):901.[doi:10.15986/j.1006-7930.2018.06.021]
　CHEN Shibin,YUAN Yongqiang,YAO Yunshi,et al.Experimental study on vacuum compaction of asphalt pavement[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2018,50(03):901.[doi:10.15986/j.1006-7930.2018.06.021]

备注/Memo

备注/Memo:
收稿日期:2013-10-12 修改稿日期:2014-06-18
基金项目:国家自然科学基金项目(50978031)
作者简介:陈拴发(1963-),男,教授,博士生导师,主要从事道路结构与材料方面的研究.E-mail:chensf@chd.edu.cn
更新日期/Last Update: 2015-09-01