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petermination of Moisture Diffusion Coefficient of Concrete at Early Age from Interior Humidity Measurements

机译:室内湿度测量确定早期混凝土的水分扩散系数

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The moisture diffusion coefficient of concrete is critical for moisture distribution calculation in concrete members. This article aims at building an experimental model to solve the moisture transfer coefficient of early age concrete and investigating its variation law with age as well. The model is based on experimental measurements on the interior humidity of concrete specimens under fully plastic sealing and environmental drying conditions. The model results show that the moisture diffusion coefficient of concrete at an early age is significantly dependent on age. The coefficient may vary from 10~(-8) to 10~(-10) from 3 to 28 days starting from concrete casting. The variation law of the coefficient with age can be described as a rapidly decreasing stage within 7 to 10 days from concrete casting followed by a slow decreasing stage. This obvious two-stage variation law may principally due to the change of the continuity of liquid and/or vapor phases during drying, which reflects the transformation of the moisture removal mechanism from liquid flow to vapor diffusion. High-strength concrete has a lower moisture diffusion coefficient than that of normal strength concrete under the same curing period.
机译:混凝土的水分扩散系数对于计算混凝土构件中的水分分布至关重要。本文旨在建立一个解决早期混凝土水分传递系数的实验模型,并研究其随年龄的变化规律。该模型基于在全塑料密封和环境干燥条件下对混凝土试样内部湿度的实验测量。模型结果表明,混凝土在早期的水分扩散系数显着地取决于年龄。从混凝土浇筑开始的3到28天,系数可能在10〜(-8)到10〜(-10)之间变化。系数随年龄的变化规律可以描述为混凝土浇筑后7至10天内的快速下降阶段,然后是缓慢下降阶段。这种明显的两阶段变化规律可能主要归因于干燥期间液相和/或气相的连续性变化,这反映了水分去除机理从液体流向蒸汽扩散的转变。在相同的养护期下,高强度混凝土的水分扩散系数比普通强度混凝土低。

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