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Low-Temperature Rheological Properties and Microscopic Characterization of Asphalt Rubbers Containing Heterogeneous Crumb Rubbers

机译:含有非均相Crumb橡胶的沥青橡胶的低温流变性能和微观表征

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摘要

Asphalt rubbers mixed with untreated and plasticized crumb rubbers and a compounding coupling agent were investigated in this study. The low-temperature rheological properties of asphalt rubbers at different aging levels were tested using a dynamic shear rheometer (DSR). An interconversion between linear viscoelastic material functions was used to obtain converted evaluation indexes for the asphalt rubbers at low temperatures. Lastly, the physicochemical characteristics and the microscopic morphology of the asphalt rubbers were evaluated using Fourier transform infrared spectroscopy (FTIR) and scanning electron microscopy (SEM), respectively. In conclusion, the storage moduli of the asphalt rubbers containing heterogeneous crumb rubbers increased with the plasticized crumb rubber content and the aging level. The converted relaxation moduli were consistent with the change trend of the storage moduli, and the relaxation rate decreased as the plasticized crumb rubber content and the aging level increased. The process of mixing the base asphalt with crumb and plasticized crumb rubbers was physical blending, and the effect of aging on the absorption peak change of asphalt rubber with plasticized crumb rubbers was less than that of asphalt rubber with ordinary crumb rubbers. Aging deteriorated the blending between the crumb rubber and the base asphalt, and a distinct interface appeared between the crumb rubber and the base asphalt. The particle cores of the plasticized crumb rubber in the asphalt rubber were difficult to maintain. Furthermore, as the plasticized crumb rubber content increased, more fine particles stripped off the plasticized crumb rubber after aging.
机译:在本研究中研究了与未处理和增塑的碎屑橡胶和配混偶联剂混合的沥青橡胶。使用动态剪切流变仪(DSR)测试不同老化水平下沥青橡胶的低温流变性能。线性粘弹性材料功能之间的互连用于在低温下获得沥青橡胶的转化评估指标。最后,使用傅里叶变换红外光谱(FTIR)和扫描电子显微镜(SEM)评估沥青橡胶的物理化学特性和微观形态。总之,含有非均相Crumb橡胶橡胶的沥青橡胶的储存模量随着塑化的碎屑橡胶含量和老化水平而增加。转化的弛豫模量与储存模量的变化趋势一致,随着增塑的碎屑橡胶含量和老化水平增加,松弛率降低。将碱沥青与碎屑和塑化的碎屑橡胶混合的过程是物理混合,并且老化对具有塑化碎屑橡胶的沥青橡胶的吸收峰变化的效果小于普通碎屑橡胶的沥青橡胶的效果。老化在面包屑橡胶和基础沥青之间劣化,并且在面包屑橡胶和基础沥青之间出现明显的界面。沥青橡胶中的增塑碎屑橡胶的颗粒芯难以维持。此外,随着塑化的碎屑橡胶含量增加,老化后的增塑碎屑橡胶剥去了更细的颗粒。

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