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Monitoring of Northern Climate Exposure

机译:监测北方气候暴露

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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:目前,设施管理人员面临着何时以及如何以成本效益的方式检查,维护,维修或更新现有设施的许多先进决策。钢筋混凝土中道路结构劣化的进化取决于元素暴露于液体形式或蒸气中的水,以及其他腐蚀性剂如氯。离子运输的目前模型忽略了与混凝土结构接触的真实离子浓度的影响,意味着在冬季期间均匀浓度的均匀浓度呈边界条件和模型参数源自配合方法。因此,它意味着劣化的劣化预测模型,即通过氯化物存在或碳酸化,碱性反应,酸攻击等钢钢筋腐蚀。结构对其环境敏感,与其与其相互作用与劣化过程直接相关。暴露于含盐薄雾的结构的降解在潮湿的区域中更快。相反,干燥区中盐喷雾引起的结构的恶化较慢。暴露于溅射(沉淀,风,飞溅等)的结构具有较慢的湿度区域的降解速度较慢。雨量在暴露于盐薄雾的结构的恶化过程中具有间接影响,因为它改变了氯化物在结构表面上的接触时间。为此目的,开发了独特的曝光监测。这个名为Mexstul的移动台含有大气传感器和氯化物检测的新可能性,溅出的氯化物检测,靠近道路附近的飞溅,雾和静水,从而改善了结构的真正暴露和边界条件。首先突出了环境参数对高速公路结构耐用性的真正影响。冬季期间盐浓度不均匀,水厚度展示了重要的干燥时期。

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