Evaluation of spraying technique for heat-reflective coating on asphalt pavements

涂层 沥青 固化(化学) 基督教牧师 材料科学 稀释剂 使用寿命 环氧树脂 复合材料 环境科学 法律工程学 工程类 核化学 神学 哲学 化学
作者
Chenfan Bai,Yingjun Jiang,Yong Yi,Kejia Yuan,Jiangtao Fan,Tian Tian,Ya Tan
出处
期刊:International Journal of Pavement Engineering [Taylor & Francis]
卷期号:24 (2) 被引量:4
标识
DOI:10.1080/10298436.2023.2290076
摘要

ABSTRACTHeat-reflective coating (HRC) for pavement can effectively mitigate urban heat island (UHI) and reduce pavement distresses, whose cooling effect, service performance and prospective applications have been widely reported, but construction technology investigation is still unavailable. Following this situation, the spraying technology was evaluated with a typical epoxy resin-based HRC, the Dual-Arrhenius viscosity model for coating curing was established, and the factors affecting the curing time were examined by applying typical correlation analysis. Besides, adhesion and abrasion tests were taken to discuss the effect of spraying conditions on mechanical properties. Results show that the available spraying duration of HRC is exponentially negatively correlated with temperature and duration is insufficient for spraying above 323 K. Raising the diluent content could delay the optimal spraying time with a litter effect on the available spraying duration. Pavement temperature is the main factor affecting the curing time and a 20 K increase could decrease the curing time by up to 34%. Repeated spraying after setting the former layer is the best spraying method for HRC, which can effectively improve adhesion and anti-abrasion.KEYWORDS: Asphalt pavementheat-reflective coatingspraying techniqueworkabilityadhesion strengthabrasion resistance AcknowledgementsThe authors gratefully acknowledge their financial support and also specially thank the Key Laboratory for Special Area Highway Engineering of the Ministry of Education.Disclosure statementNo potential conflict of interest was reported by the authors.Data availability statementThe datasets generated or analysed during this study are available from the corresponding author on reasonable request.Additional informationFundingThis research is supported by the Fundamental Research Funds for the Central Universities (grant number 300102218212), and Henan Provincial Transportation Science and Technology Project (grant number 2020J-2-2).
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