混凝土表面“集肤效应”在氯化物污染介质中扩散的数学模型

Carmen Andrade , Jose Miguel Dı́ez , Cruz Alonso
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引用次数: 142

摘要

混凝土表皮被认为是最接近钢筋混凝土表面的区域。由于与模具接触或骨料分离等现象,它通常具有与内部混凝土不同的成分。此外,环境作用会引起沿覆盖深度的湿度梯度。这些情况有时会在盖板上产生不规则的氯化物剖面,这要么显示出氯化物含量最大值在外表面几毫米内,要么有时显示出混凝土表面异常高的氯化物浓度。本文采用氯离子扩散的解析模型来研究表面厚度的相对影响。这一理论分析的目的是表明,在某些情况下,如果蒙皮和散装混凝土的扩散系数非常不同,当“蒙皮效应”没有被考虑时,就会引入一个错误。澄清这一错误可能有助于理解实验室实验与同一混凝土中氯化物剖面的长期记录之间的差异。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Mathematical Modeling of a Concrete Surface “Skin Effect” on Diffusion in Chloride Contaminated Media

Concrete skin is considered the closest zone to the surface of concrete cover of reinforcements. It usually has a different composition than the internal concrete due to phenomena such as contact with molds or segregation of aggregates. In addition, environmental actions induce a gradient of moisture along the cover depth. These circumstances sometimes produce an irregular chloride profile in the cover, which either exhibits a maximum of chloride content some millimeters inside the outer surface or sometimes shows an anomalously high chloride concentration right at the concrete surface. In the present paper, analytical modeling of chloride diffusion is used to study the relative influence of the skin thickness. This theoretical analysis aims to show that there are cases where, if the diffusivity of the skin and the bulk concrete are very different, an error is introduced when the “skin effect” is not accounted for. The clarification of this error may contribute to understanding the differences found between laboratory experiments and the long-term record of chloride profiles in the same concrete.

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