基于正交试验的胶粉改性沥青配方优化
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U414

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中原千人计划—中原科技创新领军人才项目资助(204200510004)


Formulation optimization of crumb rubber modified asphalt based on orthogonal test
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    摘要:

    为研究不同配方因素对胶粉改性沥青性能影响程度并优化制备配方,选择 A(胶粉来源)、B(胶粉细 度)、C(胶粉掺量)3个因素,每个因素选择3个水平,以胶粉改性沥青软化点、延度和黏度为评价指标,通过 正交试验优化胶粉改性沥青配方。研究结果表明:三因素对软化点、延度和黏度均有显著性影响,对软化点影 响程度为C>A>B,最佳水平组合为A1B2C3;对延度影响程度为B>C>A,最佳水平组合为A1B3C2;对黏度影 响程度为C>B>A,最佳水平组合为A1B2C2。综合各因素对性能影响,确定不同因素的优选组合方案为A1B2C2。 该组合下:胶粉改性沥青软化点为71℃、延度为11.1 cm、黏度为3.0 Pa?s,胶粉改性沥青综合性能良好

    Abstract:

    In order to study the influence of formulation factors on the performance of crumb rubber modified asphalt,resulting in optimizing the preparation formula,the factors of A(rubber powder source),B(rubber powder fineness)and C(rubber powder content)were selected to set the three levels. The softening point,ductility and viscosity of crumb rubber modified asphalt were used as evaluation indexes to optimize the formulation of crumb rubber modified asphalt by orthogonal test. The results show that,those factors have significant influence on softening point,ductility and viscosity. The impact on softening point can be described as:C>A>B,and the best level combination is A1B2C3. The impact on ductility can be described as:B>C>A,and the best level combination is A1B3C2. The impact on viscosity can be described as:C>B>A,and the best level combination is A1B2C2. The preferred combination scheme of different factors is determined as A1B2C2. Using this combination,the softening point of crumb rubber modified asphalt is 71℃,the ductility is 11.1 cm,and the viscosity is 3.0 Pa?s. The comprehensive performance of rubber modified asphalt is satisfactory.

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宋宽彬,王笑风,等.基于正交试验的胶粉改性沥青配方优化[J].交通科学与工程,2021,37(4):14-19.
SONG Kuan-bin, WANG Xiao-feng, et al. Formulation optimization of crumb rubber modified asphalt based on orthogonal test[J]. Journal of Transport Science and Engineering,2021,37(4):14-19.

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  • 在线发布日期: 2022-06-06
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