Relationship Between Neutralization Depth and Concentration Distribution of CaCO3 -Ca(OH)2 in Carbonated Concrete

T. Fukushima, Y. Yoshizaki, F. Tomosawa, K. Takahashi
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引用次数: 22

Abstract

The relationship between the neutralization depth determined by a phenolphthalein 1% ethanol solution and the concentration distribution of CaCO3-Ca(OH)2 in carbonated concrete is discussed, based upon accelerated carbonation and outdoor exposure tests, and field survey research by making use of powder X-ray diffraction and thermal analytical methods. It was found that the neutralization depth exists in the partly carbonated zone of concrete where both CaCO3 and Ca(OH)2 are observed, and that carbonation front depth from which CaCO3 is not detected, exists much deeper in concrete. Further, it was confirmed that the neutralization depth is about half of the carbonation front depth. This fact is interpreted by theoretical research of unsteady state dynamic analysis for the diffusion of CO2 from the surface inwards into concrete accompanied by carbonation reaction with Ca(OH)2. Computer simulation was done for the converted CO2 concentration in carbonated concrete by using the effective diffusion coefficient estimated as a function of water cement ratio. If the converted CO2 concentration in the neutralization depth is assumed to be 10% of the surface concentration, the neutralization depth is almost the same as the depth calculated using Hamada's law which is considered to be adequately applicable for the progress of neutralization of concrete with a water cement ratio of 60% exposed outdoors in the rain. It is concluded that the relationship between the neutralization depth (X sub n) and the carbonation front depth (X sub f) is expressed by the following equation: X sub n = (1/2) X sub f.
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碳化混凝土中和深度与CaCO3 -Ca(OH)2浓度分布的关系
通过加速碳化和室外暴露试验,并利用粉末x射线衍射和热分析方法进行现场调查研究,探讨了酚酞1%乙醇溶液测定的中和深度与碳化混凝土中CaCO3-Ca(OH)2浓度分布的关系。结果表明,中和深度存在于混凝土中CaCO3和Ca(OH)2均存在的部分碳化区,而未检测到CaCO3的碳化前沿深度存在于混凝土中更深的区域。进一步证实,中和深度约为碳酸化前缘深度的一半。这一事实通过与Ca(OH)2发生碳酸化反应的CO2从表面向混凝土内部扩散的非稳态动力学分析的理论研究得到了解释。利用估算的有效扩散系数作为水灰比的函数,对碳化混凝土中CO2的转化浓度进行了计算机模拟。如果假设中和深度的转换CO2浓度为表面浓度的10%,则中和深度与使用滨田定律计算的深度几乎相同,认为滨田定律可以充分适用于水灰比为60%的混凝土在雨中暴露在室外的中和过程。得到了中和深度(x_n)与碳酸化前缘深度(x_f)的关系式:x_n = (1/2) x_f。
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