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首页> 外文期刊>Journal of thermal analysis and calorimetry >Thermal behavior of asphalt binder with modifying agents from industrial residues
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Thermal behavior of asphalt binder with modifying agents from industrial residues

机译:具有工业残留物改性剂的沥青粘合剂的热行为

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The thermal behavior of the petroleum asphalt binder (PA 50-70) modified with mixture of rubber tires and oily sludge, in the proportions of 15/85% m/m (M1) and 85/15% m/m (M2), was evaluated. For this purpose, M1 and M2 were added to PA 50-70, at concentrations of 10% and 20% m/m with and without 1% m/m of cashew nut shell liquid (CNSL). Results from thermogravimetric analysis (TG/DTG) of the PA 50-70 revealed initial degradation temperature at 290 degrees C, while with M1, without and with 1% CNSL the temperature was 270 degrees C and 240 degrees C at 10% addition, and 194 degrees C and 240 degrees C at 20% addition, respectively, and modified with M2, 270 degrees C and 247 degrees C, for 10% addition, and 230 degrees C and 247 degrees C, for 20% addition, respectively. All these temperatures of degradation were higher than the temperature (160 +/- 5 degrees C) of processing asphalt mixtures. The differential scanning calorimetry (DSC) results showed the occurrence of melting of crystalline fractions only for those modified with the M1 mixture. Results of absorption spectroscopy in the Fourier transform infrared (FTIR) region revealed the existence of chemical interaction between the components of the mixture and PA 50-70 supported by the antioxidant action of CNSL. The evaluation of the thermal susceptibility by flow activation energy (E-f), at a temperature of 160 +/- 5 degrees C of the modified binders without and with 1% of CNSL, showed a reduction of 25% in relation to the PA 50-70, signaling a need for lower energy consumption when it is used in the process of obtaining asphalt mix for road pavement.
机译:用橡胶轮胎和油性污泥的混合物改性的石油沥青粘合剂(PA 50-70)的热行为,比例为15/85%m / m(m1)和85/15%m / m(m2),评估了。为此目的,将M1和M2加入PA 50-70,浓度为10%和20%M / m,而没有1%M / M的腰果壳液(CNSL)。 PA 50-70的热重分析(TG / DTG)产生的结果在290℃下揭示初始化降解温度,而M1,没有1%CNSL,温度为270℃,240℃,加成10%,分别为20%的124℃和240℃,分别用M2,270℃和247℃修饰,10%加成,分别为230℃和247℃,分别增加20%。所有这些降解温度高于加工沥青混合物的温度(160 +/- 5摄氏度)。差分扫描量热法(DSC)结果表明,仅针对用M1混合物改性的那些晶体馏分的熔化发生。傅里叶变换红外(FTIR)区域中吸收光谱结果揭示了通过CNSL抗氧化作用的混合物和PA 50-70的组分与PA 50-70之间的化学相互作用的存在。通过流动活化能量(EF)的热敏感性的评估在没有和1%的CNSL的改性粘合剂的160 +/- 5摄氏度的温度下,表现出与PA 50-的减少25% - 70,在获得道路路面的沥青混合过程中时,信号传递需要较低的能量消耗。

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