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Monitoring of Northern Climate Exposure

机译:监测北部气候暴露

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摘要

Currently, facility managers are faced with many advanced decisions regarding when and how to inspect, maintain, repair, or renew existing facilities in a cost-effective manner. The evolution of the deteriorations of road structures in reinforced concrete depends on the exposure of the elements to water in liquid form or vapour and to other aggressive agents such as chloride. Current models of ionic transport neglect the effect of real ionic concentration in contact with concrete structures, it means boundary conditions are considered with simple tendency as uniform concentration during the winter period and model parameters are derived from the fitting method. Therefore, it implies in ineffective prediction models of deterioration, i.e. steel rebar corrosion by chloride presence or carbonation, alkali-granular reaction, acid attacks, etc. Structure are sensitive to their environment and their interaction with it is directly related to the processes of deterioration. The degradation of structures exposed to salt-laden mist is faster in the wetter areas. On the contrary, the deterioration of the structures caused by salt spray in the drier zone is slower. The structures, exposed to splashing (precipitation, wind, splash, etc.), have a slower rate of degradation in the wetter regions. The amount of rain has an indirect effect in the process of deterioration of the structure exposed to salt-laden mist because it changes the contact time of chloride on the surface of the structures. For this purpose, a unique exposure monitoring was developed. This mobile station, named MExStUL, contains an atmospheric sensor and new possibilities of chloride detection contained in splashes, mist, and static water near the road improving the real exposure of structure and the boundary conditions. First results highlight the real influence of environmental parameters on structures durability on highways. Salt concentration is not uniform during winter period and water thickness demonstrate important periods of drying.
机译:当前,设施管理者面临着关于何时以及如何以具有成本效益的方式检查,维护,维修或更新现有设施的许多高级决策。钢筋混凝土中道路结构变质的演变取决于元素暴露于液态或蒸气形式的水以及其他侵蚀性物质(如氯化物)的程度。当前的离子迁移模型忽略了与混凝土结构接触时实际离子浓度的影响,这意味着边界条件被认为具有简单趋势,因为冬季期间浓度均匀,并且模型参数是通过拟合方法得出的。因此,它暗示着失效的无效预测模型,即由于存在氯化物或碳化,碱-粒状反应,酸侵袭等导致的钢筋腐蚀。结构对环境敏感,与之相互作用直接与退化过程相关。在潮湿区域,暴露于含盐雾的结构的降解速度更快。相反,由干燥区中的盐雾引起的结构劣化较慢。暴露于飞溅(降水,风,飞溅等)的结构在较湿的区域中降解速度较慢。雨水量对暴露在含盐雾中的结构的劣化过程具有间接影响,因为它会改变氯化物在结构表面的接触时间。为此,开发了独特的暴露监测。这个名为MExStUL的移动站包含一个大气传感器,并在道路附近的飞溅,薄雾和静态水中包含了检测氯化物的新可能性,从而改善了建筑物的真实暴露和边界条件。最初的结果突出了环境参数对公路结构耐久性的真正影响。冬季盐分浓度不均匀,水的厚度表明干燥很重要。

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