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Heating process monitoring and evaluation of hot in-place recycling of asphalt pavement using infrared thermal imaging

机译:红外热成像监测沥青路面热回收的加热过程和评估

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摘要

The original asphalt pavement heating plays a key role in the entire construction procedure of hot in-place recycling (HIR). At present, the temperature of heating process in HIR is monitored by infrared temperature gun with single or multiple test points which cannot fully understand real heating situation. Moreover, there are no evaluation indices for quantifying heating quality. To objectively perceive and evaluate the heating quality, the infrared thermal imaging (ITT) system was used to monitor heating process of HIR and the combination of digital image processing (DIP) and artificial neural network (ANN) was applied to extract and correct the distorted thermal image to restore pavement surface temperature. Based on corrected thermal images, the heating quality of HIR was firstly quantitatively evaluated using three proposed indices: transverse uniformity T-u for evaluating the temperature uniformity, represent temperature RT for assessing the heating effect and proportion of temperature above 200 degrees C PTA200 for judging the overheating. Furthermore, on-site heating quality of three heating systems: respectively flame, infrared radiation and recycled hot-wind system, was analyzed and compared based on the above three indices. The results indicate that the superiority of the flame system and the infrared heating system is strong heating effect to realize the higher pavement surface temperature, but the temperature uniformity is poor, even some areas are overheated. On the contrary, the recycled hot-wind heating system provides the better temperature uniformity and avoids overheating, but the heating effect is poor. In addition, a comprehensive analysis reveals that high RT and poor T-u are mainly cause of overheating and the better T-u is required to match the increasing pavement surface temperature for high level of the heating quality. Finally, when using 200 degrees C as the high temperature boundary, the evaluation indices T-u and RT preferably satisfy the following relationship RT + RT x T-u < 190 degrees C to avoid occurrence of overheating in HIR.
机译:原始的沥青路面加热在现场热回收(HIR)的整个施工过程中起着关键作用。目前,HIR中加热过程的温度是通过带有单个或多个测试点的红外测温枪进行监控的,无法完全了解实际的加热情况。此外,没有用于量化加热质量的评估指标。为了客观地感知和评估加热质量,使用红外热成像(ITT)系统监视HIR的加热过程,并结合数字图像处理(DIP)和人工神经网络(ANN)来提取和校正失真热图像以恢复路面表面温度。基于校正后的热图像,首先使用三个建议的指标对HIR的加热质量进行定量评估:横向均匀度Tu用于评估温度均匀性;代表温度RT用于评估加热效果;温度高于200摄氏度的比例PTA200用于判断过热。此外,基于以上三个指标,对三种供暖系统(火焰,红外辐射和循环热风系统)的现场供暖质量进行了分析和比较。结果表明,火焰系统和红外加热系统的优越性是较强的加热效果,可实现较高的路面温度,但温度均匀性较差,甚至某些区域也会过热。相反,循环使用的热风加热系统提供了更好的温度均匀性并避免了过热,但是加热效果很差。此外,全面的分析表明,高RT和T-u差是过热的主要原因,而为了提高路面质量,要想获得更高的加热质量,就需要更好的T-u。最后,当使用200℃作为高温边界时,评估指标T-u和RT优选满足以下关系RT + RT×T-u <190℃,以避免在HIR中发生过热。

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