不同沥青混合料的拌和黏度及和易性
Mixing Viscosity and Workability of Different Bituminous Mixtures
DOI: 10.12677/HJCE.2018.76114, PDF,  被引量    科研立项经费支持
作者: 朱江浪, 李 昂, 延西利:长安大学,公路学院,陕西 西安;安海新:新疆交通建设管理局,新疆 乌鲁木齐;刘巨明:四川达州市交通投资建设集团有限责任公司,四川 达州
关键词: 道路工程沥青混合料拌和黏度拌和流变模型拌和和易性Road Engineering Asphalt Mixture Mixing Viscosity Mixing Rheological Model Workability
摘要: 为了研究不同沥青混合料的拌和黏度及和易性,试验选取了70#基质沥青、SBS改性沥青、橡胶沥青和两种温拌沥青等5种不同种类的沥青,测试了布氏黏度,制备了AC-13C型沥青混合料,利用变速拌和功率测试试验装置,在不同拌和温度(140˚C~180˚C)和不同拌和速率(20~50 r∙min−1)下,对5种沥青混合料进行了变速拌和试验,通过分析“拌和功率-拌和速率”流变图,研究了混合料的拌和黏度及和易性指数。结果表明:沥青混合料的拌和流变特性服从线性黏塑性的宾汉模型;混合料的拌和黏度和沥青的黏度之间具有良好的正相关性;拌和黏度对混合料的和易性有重大影响,相同拌和温度时,SBS改性和橡胶沥青混合料的和易性较差,温拌沥青混合料的和易性较好;随着拌和温度的升高,拌和和易性有明显改善。
Abstract: In order to research the mixing viscosity and the workability of different mixtures, five different bitumen such as 70# matrix bitumen, SBS modified bitumen, rubber bitumen and two kinds of warm bitumen were selected to prepare five asphalt mixtures in type of AC-13C, and the Brookfield viscosities were tested for each bitumen. Using an experimental device of mixing power measurement at different velocities, the variable mixing velocity experiment was carried out for the five different asphalt mixtures at different mixing temperatures (140˚C - 180˚C) and mixing velocities (20 - 50 r∙min−1). By analyzing the rheogram of mixing power and mixing velocity, the mixing viscosity and the workability index of the mixtures were studied. The result shows that the mixing rheological characteristic of mixture obeys the linear visco-plastic Bingham model; the mixing viscosity of mixtures has a positive correlation with the bitumen viscosity; the mixing vis-cosity influences greatly the workability of mixture, and at the same temperature, compared to 70# matrix asphalt mixture, the SBS modified and rubber asphalt mixture present a madder workability, and the warm asphalt mixture is observably better; the workability indexes increase significantly by increasing the mixing temperature.
文章引用:朱江浪, 安海新, 刘巨明, 李昂, 延西利. 不同沥青混合料的拌和黏度及和易性[J]. 土木工程, 2018, 7(6): 950-958. https://doi.org/10.12677/HJCE.2018.76114

参考文献

[1] 延西利, 田辉黎, 延喜乐, 等. 沥青混合料的变速拌和功率测试与拌和流变模型[J]. 交通运输工程学报, 2016, 16(3): 1-7.
[2] 李昂. 不同性质沥青混合料的变速拌和及和易性指数研究[D]: [硕士学位论文]. 西安: 长安大学, 2017.
[3] 田辉黎. 沥青混合料变速拌和的试验特性研究[D]: [硕士学位论文]. 西安: 长安大学, 2015.
[4] Marvillet, J. and Bougault, P. (1979) Workability of Bituminous Mixes-Development of a Workability Meter. Association of Asphalt Paving Technologists Proceedings.
[5] Gudimettla, J.M., Cooley, L.A. and Brown, E.R. (2003) Workability of Hot Mix Asphalt. Transportation Research Record.
[6] 侯曙光. 热拌与温拌沥青混合料和易性试验[J]. 南京工业大学学报: 自然科学版, 2011, 33(5): 36-39.
[7] Tao, M. and Mallick, R.B. (2009) Effects of Warm-Mix Asphalt Additives on Workability and Mechanical Properties of Reclaimed Asphalt Pavement Material. Journal of the Transportation Research Board, 2126, 151-160. [Google Scholar] [CrossRef
[8] Ausiterman, A., Mogawer, W. and Bonaquist, R. (2009) Evaluating the Ef-fects of Warm Mix Asphalt Technology Additive Dosages on the Workability and Durability of Asphalt Mixtures Containing Recycled Asphalt Pavement. Transportation Research Board.
[9] Ali, A., Abbas, A., et al. (2012) Work-ability Evaluation of Foamed Warm-Mix Asphalt. International Journal of Pavement Research & Technology, 5, 93-101.
[10] Roozbahany, E.G. and Partl, M.N. (2016) A New Test to Study the Flow of Mixtures at Early Stages of Compaction. Materials and Structures, 49, 3547-3558. [Google Scholar] [CrossRef
[11] 汪德才, 郝培文, 刘娜, 等. 乳化沥青冷再生混合料和易性指标及影响因素[J]. 北京工业大学学报, 2016, 42(6): 919-925.
[12] 郭平. 乳化型温拌剂研发及其混合料评价体系研究[D]: [博士学位论文]. 西安: 长安大学, 2011.
[13] 张琛, 汪海年, 尤占平, 等. 橡胶沥青混合料和易性与压实特性的相关性[J]. 东南大学学报(自然科学版), 2016, 46(1): 202-208.
[14] 延西利, 雍黎明, 延梦璐, 等. ACMP沥青温拌性能的粘温曲线分析[J]. 中国公路学报, 2015, 28(8): 1-8.
[15] 安晓燕, 李美江. 橡胶沥青黏度试验方法研究[J]. 公路交通科技(应用技术版), 2011, 7(1): 94-97.