[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):416-421.[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):416-421.[doi:10.15986/j.1006-7930.2013.03.019]
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高粘沥青胶浆低温性能评价与分析()
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西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
45
期数:
2013年03期
页码:
416-421
栏目:
出版日期:
2013-06-30

文章信息/Info

Title:
Evaluation of asphalt mortar with High Viscosity at Low Temperature
文章编号:
1006-7930(2013)03-0416-06
作者:
邢明亮1; 2; 陈拴发1; 关博文1; 何 锐3; 刘状壮1
(1.长安大学交通铺面材料教育部工程研究中心,陕西 西安 710061; 2.广西道路结构与材料重点实验室培育基地,广西 南宁 530007; 3.长安大学公路学院,陕西 西安 710064)
Author(s):
XING Ming-liang1; 2; CHEN Shuan-fa1; GUAN Bo-wen1; HE Rui3; LIU Zhuang-zhuang1
(1.Engineering Research Center of Transportation Materials, Ministry of Education, Changan University, Xian 710061,China; 2.Guangxi Key Laboratory of Road Structure and Materials, Nanning 530007,China; 3.School of highway, Changan University, Xian 710064,China)
关键词:
路面工程; 高粘沥青胶浆; 低温弯曲性能; 拉伸性能
Keywords:
pavement engineering;  asphalt mortar with high viscosity;  bending properties at low temperature;  tensile properties
分类号:
U 414.75
DOI:
10.15986/j.1006-7930.2013.03.019
文献标志码:
A
摘要:
针对不同沥青与矿粉组成的三种高粘沥青胶浆低温性能进行研究,分析材料组成、粉胶比等对胶浆低温弯曲性能与拉伸变形性能的影响.结果表明,沥青和矿粉类型对胶浆低温性能均有很大影响,沥青粘度高,矿粉比表面积大,则形成的高粘沥青胶浆弯曲劲度模量小,破坏断裂能大,低温性能优越.-10℃低温弯曲试验结果表明不同胶浆对应低温性能最优时最佳粉胶比不同,大约在1.2~1.4之间;低温拉伸性能试验结果表明要保证胶浆的低温性能,粉胶比不宜超过1.4
Abstract:
Properties of asphalt mortar with different asphalt and mineral powder at low temperature are studied in this paper. Influence of material composition and ratio of filler on bending and tensile properties of asphalt mortar is analyzed. The results show that the type of mineral powder and bitumen affects the properties of asphalt mortar obviously. Asphalt mortar composed of higher viscosity bitumen and mineral powder with larger specific surface area have smaller bending stiffness modulus, bigger fracture energy and better properties at low temperature. Results of bending testing at-10℃show that different asphalt mortar has its own optimum ratio of filler at low temperatures, ranging between 1.2~1.4.Also.In order to get the better low temperature properties, the ratio of filler to bitumen should be smaller than 1.4

参考文献/References:

[1] 沈金安. 沥青及沥青混合料路用性能[M]. 北京: 人民交通出版社, 2001.
SHENJin-an.Road Performanceof Asphaltand Mixture[M].Beijing: China Communications Press, 2001.
[2] 肖 月 . 沥青混合料中胶浆集料粘结性及力学性能研究[D]. 武汉: 武汉理工大学, 2008.
XIAO Yue.Fracture Mechanisms of Binder-Aggregate System and Its Effect on Properties of Asphalt Mixtures[D].Wuhan: Wuhan Universityof Technology, 2008.
[3] SONG Hun, DO Jeongyun, SOH Yangseob.Feasibilitystudy of asphalt-modified mortars using asphalt emulsion[J].Constructionand Building Materials, 2006,20(5):332-337.
[4] 李 平. 基于胶浆特性的沥青混合料设计[D]. 西安: 长安大学,2007.
LI ping.Designof Hot Mixture Asphalt Based on Mortar Character[D].Xi′an: Chang′an University, 2007.
[5] 张争奇, 李 平, 王秉纲. 纤维和矿粉对沥青胶浆性能的影响[J]. 长安大学学报: 自然科学版, 2005, 25(5):15-18.
ZHANG Zheng-qi, LI Ping, WANG Bing-gang.Effectof Fiberand Mineral Filleron Asphalt Mortar Performance[J].Journal of Changan University:Natural Science Edition, 2005, 25(5):15-18.
[6] 曹廷维. 掺高粘度沥青添加剂排水性沥青混合料的性能研究[D]. 武汉: 武汉理工大学,2008.
CAO Ting-wei.Researchonthe Properties of Porous Asphalt Mixture Containing High Viscosity Additive [D].Wuhan: Wuhan Universityof Technology, 2008.
[7] 徐 皓, 倪富健, 陈荣生, 等. 排水性沥青混合料耐久性[J]. 交通运输工程学报, 2005(2):27-31.
XU hao, NI Fu-jian, CHEN Rong-sheng, et al.Durability of porous asphalt mixture [J].Journal of Traffic andTransportation Engineering,2005(2):27-31.
[8] 邢明亮. 排水路面沥青混合料胶浆特性与矿料组成研究[D]. 西安: 长安大学,2010.
XING Ming-liang.Studyonthe Mortarand Composition of Pervious Asphalt Mixture[D].Xi′an: Changan Uni-versity, 2010.
[9] 张争奇, 王永财. 沥青胶浆对沥青混合料高低温性能的影响[J]. 长安大学学报: 自然科学版, 2006,26(2):1-5.
ZHANG Zheng-qi, WANG Yong-cai.Influence of Asphalt Mortar on Hot Mix Asphalt Performance at High andLow Temperature [J].Journal of Changan University: Natural Science Edition, 2006,26(2):1-5.
[10] ABO-QUDAIS Saad, Al-SHWEILY Haider.Effect of aggregate properties on asphalt mixtures stripping andcreep behavior [J].Constructionand Building Materials, 2007, 21(9):1886-1898.
[11] 汪双杰, 台电仓. 改性沥青结合料低温性能评价指标[J]. 长安大学学报: 自然科学版, 2007,27(3):25-30.
WANG Shuang-jie, TAI Dian-cang.EvaluatingIndicesfor Low-Temperature Performance of SBR Modified As-phalt Binder [J].Journal of Changan University: Natural Science Edition, 2007, 27(3):25-30.
[12] 李晓娟 , 韩 森, 贾志清, 等. 基 于 抗 裂 性 能 的 沥 青 混 合 料 低 温 弯 曲 蠕 变 试 验 [J]. 广 西 大 学 学 报: 自 然 科 学 版,2011,36(1): 142-146.
LI Xiao-juan, HAN Sen, JIA Zhi-qing, etal.Low Temperature Flexural Creep Teston Crack Resistanceof As-phalt Mixture [J].Jouranl of Guangxi University: Natand Ed, 2011,36(1):142-146.
[13] 邢明亮, 李祖仲 , 陈拴发, 等. 应力吸收层沥青混合料的低温抗裂性能[J]. 河北工业大学学报, 2009,38(6):68-72.
XING Ming-liang, LIZu-zhong, CHENShuan-fa, etal.Anti-crackingPerformanceof Asphalt Mixture withStress Ab-sorbing Layersat Low Temperature [J].Journalof Hebei Universityof Technology, 2009,38(6):68-72.
[14] 张 东 , 刘娟淯, 陈 兵. 关于三点弯曲法确定混凝土断裂能的分析[J]. 建筑材料学报,1999,2(3):206-211.
ZHANG Dong, LIUJuan-yu, CHEN Bing.Analysisofthe Determinationof Fracture Engernyof Concrete UsingThree- point-bending Methord [J].Journal of Building Materials, 1999,2(3):206-211.
[15] 岳学军, 黄晓明 , 李文龙, 等. 测力延度试验以及韧性比评价指标的研究[J]. 公路交通科技, 2007,12(2):33-36.
YUE Xue-jun, HUANG Xiao-ming, LI Wen-long, et al.Research of Force-ductility Test and Toughness RatioIndex [J].Journal of Highwayand Transportation Researchand Development, 2007,12(2):33-36.
[16] 赵振军, 胡光艳. 用弯曲应变能评价硅藻土改性沥青混合料的低温抗裂性能[J]. 公路交通科技,2008(6):83-84.
ZHAO Zhen-jun, HU Guang-yan.Evaluationof Low Temperature Anti-cracking Performanceof Diatomite Modi-fied Asphalt Mixture with CurvatureStrain Energy[J].Journalof Highwayand Transportation Researchand De-velopment , 2008 (6):83-84.

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备注/Memo

备注/Memo:
收稿日期:2012-11-13 修改稿日期:2013-05-05
基金项目:国家科技基础条件平台建设项目(2005DKA32800);中央高校基本科研业务费专项资金(2011JC018);广西道路结构与材料重点实验室培育基地开放课题资助
作者简介:邢明亮(1981-),女,山东威海人,博士,讲师,主要从事路面结构与材料方面研究.
更新日期/Last Update: 2015-10-05