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Effect of SBS Modifier Dosage on the Properties of SBS Modified Asphalt and Its FTIR Characterization

机译:SBS改性剂剂量对SBS改性沥青性质及其FTIR表征的影响

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To study the effect of SBS content on the elastic-plastic properties and durability of asphalt, the change in the spatial interaction network of SBS modified asphalt was explored. Modified asphalt with SBS dosages of 2.5%, 3.0%, and 4.0% were prepared and the elastic-plastic properties were tested. The changes were investigated through the FTIR test. The findings showed that by changing SBS content, the softening point, penetration index, ductility, and viscosity-toughness did not exhibit an obvious trend, indicating these indexes are not sensitive to SBS content. After the short-term aging, all the indexes showed a continuous trend, indicating that asphalt after short-term aging is more suitable to evaluate performance variance. The addition of SBS introduced new functional groups into the matrix. However, the increase of SBS content can only be seen in functional groups, but does not change the spatial network.
机译:为了研究SBS含量对沥青弹性塑性性能和耐久性的影响,探讨了SBS改性沥青的空间相互作用网络的变化。制备过2.5%,3.0%和4.0%的SBS剂量的改性沥青,并测试弹性塑料性能。通过FTIR测试研究了变化。结果表明,通过改变SBS含量,软化点,渗透指数,延展性和粘度 - 韧性没有表现出明显的趋势,表明这些指标对SBS含量不敏感。短期老化后,所有指标显示出持续趋势,表明短期老化后的沥青更适合评估性能方差。添加SBS将新的官能团引入基质中。然而,SBS内容的增加只能在功能组中看到,但不改变空间网络。

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