多聚磷酸改性沥青表面形态学与流变学特性

Morphological and rheological property analysis of polyphosphoric acid modified asphalt

  • 摘要: 为了研究多聚磷酸(PPA)改性沥青的宏观和微观性能,基于表面形态学与流变学原理,利用原子力显微镜(AFM)与动态剪切流变仪(DSR)对基质沥青、4%苯乙烯-丁二烯-苯乙烯(SBS)改性沥青(SBS与基质沥青的质量比)和2% PPA改性沥青(PPA与基质沥青的质量比)进行研究。利用AFM测出三种沥青的形貌图与相位图,发现:PPA改性沥青的蜜蜂结构尺寸略大于基质沥青与SBS改性沥青,PPA改性沥青的整体图像明亮度也大于基质沥青与SBS改性沥青。通过表面承载系数(Sbi)与峰密度(Sds)分析得出,PPA改性沥青硬度较高,且表面更为均一。利用DSR对上述三种沥青进行测试,通过复数剪切模量(G*)、相位角(δ)和车辙因子(G*/sin δ)三个参数分析得出,PPA改性沥青具有更好的高温抗变形能力。

     

    Abstract: To get macro and micro-properties of polyphosphoric acid (PPA) modified asphalt, pure asphalt, 4 wt% styrene-butadiene-styrene blockcopolymer (SBS) modified asphalt and 2 wt% PPA modified asphalt were test by AFM and DSR based on morphology and rheology. The topography images and phase images of three types of asphalt were obtained from AFM, in which the size of "bee-like" structrue of PPA modified asphalt is a bit larger than that of pure asphalt asphalt and SBS modified asphalt, moreover, the whole image brightness of PPA modified asphalt is higher than that of pure asphalt and SBS modified asphalt. The PPA modified asphalt shows a stiffer and more uniform surface according to surface bearing index (Sbi) and the density of summits(Sds) analysis. The complex shear modulus(G*), phase angle(δ) and rutting factor(G*/sin δ) of three types of asphalt gotten from DSR indicate that PPA modified asphalt is better to resist the transformation from high temperature than the other two types of asphalt.

     

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