首页|MWCNT/SBS复合改性沥青紫外光老化性能

MWCNT/SBS复合改性沥青紫外光老化性能

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为评价紫外光老化对MWCNT/SBS复合改性沥青性能的影响,采用常规性能试验筛选最佳配比,通过动态剪切流变试验、低温弯曲梁流变试验与红外光谱试验,对复合改性沥青紫外老化前、后的流变性能与老化指数进行评价.结果表明:复合改性沥青的最佳配比为MWCNT掺量0.5%、SBS掺量3.0%;复合改性沥青羰基与亚砜基老化指数早期快速增长,且羰基指数增长速率更快;复合改性沥青对不同紫外波长老化的抵抗程度为380 nm>300 nm>320 nm>340 nm>360 nm;复合改性沥青的车辙因子、劲度模量与紫外老化指数呈正相关,m值则呈负相关;复合改性沥青在380 nm紫外波长下不仅具有最佳的紫外老化性能,还可促进SBS在沥青中的分散与溶胀.
Study on UV Aging Performance of MWCNT/SBS Composite Modified Asphalt
To evaluate the impact of UV aging on the performance of MWCNT/SBS modified asphalt,the best ratio has been selected by means of standard performance tests.The rheological performance and aging index of the modified asphalt before and after UV aging have been assessed through dynamic shear rheological tests,low-temperature bending beam rheological tests and infrared spectroscopy tests.The results have indicated that the optimal ratio for the modified asphalt is a 0.5%MWCNT content and a 3.0%SBS content.The carbonyl and sulfonyl aging indices of the modified asphalt increase rapidly in the early stages of aging,with the carbonyl index increasing at a faster rate.The resistance of the modified asphalt to aging at different UV wavelengths follows this order:380 nm>300 nm>320 nm>340 nm>360 nm.The rutting factor,stiffness modulus and UV aging index of the modified asphalt show a positive correlation,while the m-value shows a negative correlation.Under a 380 nm UV wavelength,the modified asphalt could not only exhibit the best UV aging performance but also promote the dispersion and swelling of SBS in the asphalt.

modified asphalt compositemulti-walled carbon nanotubesSBSUV aging performanceaging indexrheological performance

黄灿、刘旷达

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广东省南粤交通投资建设有限公司,广东 广州 510623

复合改性沥青 多壁碳纳米管 SBS 紫外光老化性能 老化指数 流变性能

2024

广东公路交通
广东省交通科技有限公司

广东公路交通

影响因子:0.311
ISSN:1671-7619
年,卷(期):2024.50(2)
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