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Effect of Warm-Mix Agent EC-120 on Performance of Asphalt Binder and Its Microscopic Mechanism

机译:温混合剂EC-120对沥青结合料性能的影响及其微观机理

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In order to figure out the influence of the warm-mix agent EC-120 on the performance of the asphalt binder and its micro mechanism in warm-mixing process, a matrix asphalt, A-70, and SBS-modified asphalt, SBS I-D, were modified with different contents of EC-120, respectively. Then, conventional macromechanic performance tests, dynamic shear rheological (DSR) test at high-temperature, and bending beam rheological (BBR) test at low-temperature were carried out on asphalt binder samples. Meanwhile, they were microscopically analyzed through Fourier transform infrared spectrometer (FTIR) and differential scanning calorimeter (DSC). The results indicated that EC-120 can reduce the viscosity of asphalt binder at high temperature. With the increase of EC-120 content, the high-temperature rutting resistance of two kinds of warm-mix asphalt (WMA) increased, but their crack resistance at low-temperature was reduced. FTIR indicated that this is due to the generation of oxides containing carbonyl functional groups after EC-120 was blended with asphalt binder. The DSC endothermic curves of WMA binders are obviously different from those of base binders, and a strong endothermic peak appears in the interval of 102 degrees C-113 degrees C, indicating that EC-120 will endothermically melt at the temperature of 102 degrees C approximate to 113 degrees C, so it can play the role in reducing the viscosity of asphalt binder at the range of construction temperatures.
机译:为了弄清温拌剂EC-120对沥青粘合剂性能的影响及其在温拌过程中的微观机理,包括基质沥青A-70和SBS改性沥青SBS ID,分别用不同含量的EC-120进行了修饰。然后,对沥青粘合剂样品进行了常规的宏观力学性能测试,高温下的动态剪切流变(DSR)测试和低温下的弯曲束流变(BBR)测试。同时,它们通过傅里叶变换红外光谱仪(FTIR)和差示扫描量热仪(DSC)进行了微观分析。结果表明,EC-120在高温下可以降低沥青胶粘剂的粘度。随着EC-120含量的增加,两种温拌沥青(WMA)的高温抗车辙性提高,但其低温抗裂性降低。 FTIR表明这是由于EC-120与沥青粘合剂混合后产生了含羰基官能团的氧化物。 WMA粘合剂的DSC吸热曲线与基础粘合剂的吸热曲线明显不同,并且在102摄氏度至113摄氏度的区间内出现了一个强吸热峰,这表明EC-120会在102摄氏度左右的温度下吸热熔化。到113摄氏度,因此可以在降低建筑温度范围内降低沥青粘合剂的粘度方面发挥作用。

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