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Performance Evaluation and Comparison of Spraying Modified Asphalt in Rigid-Flexible Composite Pavement Interlayer

机译:刚性复合路面中间晶体晶体中喷涂改性沥青的性能评价及比较

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摘要

Focus on destruction features of the rigid-flexible composite pavement interlayer, Crumb rubber modified asphalt, SBS and crumb rubber composite modified asphalt, SBS modified asphalt were prepared. High temperature stability performance, medium-temperature fatigue performance and adhesive property of three knds of interlaminar material were evaluated and compared. Test results show that high temperature PG grade of SBS and crumb rubber composite modified asphalt is PG82, which showed better high temperature stability. Moreover, crumb rubber modified asphalt has more soft at normal temperature which benefited to medium-temperature fatigue performance. Besides, SBS and crumb rubber composite modified asphalt possesses better interlaminar adhesive property with 60°C viscosity is 2430Pas. So SBS and crumb rubber composite modified asphalt is recommend as spraying asphalt material in rigid-flexible composite pavement interlayer, the results can provide certain reference.
机译:专注于刚性复合路面中间层的破坏特征,制备筛选橡胶改性沥青,SBS和Crumb橡胶复合改性沥青,制备SBS改性沥青。评价高温稳定性,中温稳定性性能,中温疲劳性能和粘合性能,并进行比较。试验结果表明,高温Pg​​等级SBS和Crumb橡胶复合改性沥青是PG82,其显示出更高的温度稳定性。此外,在正常温度下,Crumb橡胶改性沥青在常温下具有更软的柔软性,受到中温疲劳性能。此外,SBS和Crumb橡胶复合材料改性沥青具有60℃粘度的更好的层间粘合性能为2430℃。因此SBS和Crumb橡胶复合改性沥青建议推荐作为喷涂刚性复合路面中间层中的沥青材料,结果可以提供一定的参考。

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