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Investigation of the Effect of Induction Heating on Asphalt Binder Aging in Steel Fibers Modified Asphalt Concrete

机译:感应加热对钢纤维改性沥青混凝土沥青粘合剂老化作用的研究

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摘要

Induction heating is a valuable technology to repair asphalt concrete damage inside. However, in the process of induction heating, induced particles will release a large amount of heat to act on asphalt binder in a short time. The purpose of this paper was to study the effect of induction heating on asphalt binder aging in steel fibers modified asphalt concrete. The experiments were divided into two parts: induction heating of Dramix steel fibers coated with asphalt binder (DA) and steel wool fibers modified asphalt concrete. After induction heating, the asphalt binders in the samples were extracted for testing aging indices with Fourier Transform Infrared (FTIR), Dynamic Shear Rheometer (DSR), and Four-Components Analysis (FCA) tests. The aging of asphalt binder was analyzed identifying the change of chemical structure, the diversification of rheological properties, and the difference of component. The experiments showed that the binder inside asphalt concrete began aging during induction heating due to thermal oxygen reaction and volatilization of light components. However, there was no peak value of the carbonyl index after induction heating of ten cycles, and the carbonyl index of DA was equivalent to that of binder in asphalt concrete after three induction heating cycles, which indicated the relatively closed environment inside asphalt concrete can inhibit the occurrence of the aging reaction.
机译:感应加热是一种有价值的技术,可以修复内部沥青混凝土损坏。然而,在感应加热过程中,诱导颗粒将在短时间内释放大量的热量以在沥青粘合剂上作用。本文的目的是研究感应加热对钢纤维改性沥青混凝土中沥青粘合剂老化的影响。将实验分为两部分:涂有沥青粘合剂(DA)和钢棉纤维改性沥青混凝土的DRAMIX钢纤维的感应加热。在感应加热后,提取样品中的沥青粘合剂,用于使用傅里叶变换红外(FTIR),动态剪切流变仪(DSR)和四分组分分析(FCA)测试进行老化指数。分析了沥青粘合剂的老化,鉴定了化学结构的变化,流变性质的多样化以及组分的差异。实验表明,由于热氧反应和轻质组分的挥发,沥青混凝土内的粘合剂在感应加热期间开始老化。然而,在十个循环中的感应加热后没有羰基指数的峰值,并且在三种感应加热循环后,Da的羰基指数相当于沥青混凝土中的粘合剂,这表明了沥青混凝土内部的相对封闭的环境可以抑制衰老反应的发生。

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