在役路面不同结构层沥青老化特性分析OACSTPCD
Aging Characteristics of Asphalt in Different Structural Layers of In-service Pavement
为分析沥青路面在使用过程中的综合老化过程和机理,选取代表性在役路面的桥面铺装、普通路段行车道和匝道三种结构层并分别钻取芯样,通过凝胶渗透色谱(GPC)分析和傅立叶红外光谱(FTIR)分析研究芯样中抽提沥青的不同性能指标,分析不同结构层沥青的老化程度,明确不同路面结构层对沥青老化的影响.结果表明:沥青路面各结构层中,上面层沥青老化程度最严重,下面层沥青老化程度最弱;沥青老化主要由氧化所致,老化过程遵循沥青大分子链断裂成小分子、小分子含量增加、分子量宽度增加的规律;老化后沥青组分发生变化,进而影响路面结构的整体性能.
In order to analyze the comprehensive aging process and mechanism of asphalt pavement during use,three types of pavement structures of representative in-service road surfaces,namely bridge deck pavement,ordinary road sections,and ramps,were selected,and core samples were drilled separately.The different performance indicators of asphalt extracted from core samples were studied by gel permeation chromatography(GPC)analysis and Fourier transform infrared spectroscopy(FTIR)analysis.The aging degree of asphalt in different structural layers was analyzed and the impact of different pavement structural layers on asphalt aging was clarified.The results show that among the various structural layers of asphalt pavement,the upper layer of asphalt has the most severe aging degree,while the lower layer of asphalt has the weakest aging degree.Asphalt aging is mainly caused by oxidation,and the aging process follows the rule of asphalt macromolecular chain breaking into small molecules,increasing small molecule content,and increasing molecular weight width.After aging,the asphalt components will undergo changes,which in turn will affect the overall performance of pavement structure.
杨朝旭;涂慧慧;张畅;王笑风;殷卫永
同济大学道路与交通工程教育部重点实验室,上海 201804||河南交通投资集团有限公司,河南郑州 450000河南交通投资集团有限公司信阳分公司,河南信阳 464000交通运输行业公路建设与养护技术、材料及装备研发中心(郑州),河南郑州 450000||河南省固废材料道路工程循环利用重点实验室,河南郑州 450000||河南省中工设计研究院集团股份有限公司,河南郑州 450000
交通运输
工程材料在役路面结构层沥青老化微观特性老化机理
engineering materialsin-service pavementstructural layerasphalt agingmicroscopic characteristicsaging mechanism
《合成材料老化与应用》 2024 (005)
25-28,35 / 5
河南省交通运输厅科技项目(2020J-2-5);河南省交通运输厅科技项目(2019J1).
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