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Effect of steam curing regimes on temperature and humidity gradient,permeability and microstructure of concrete

机译:蒸汽固化方案对混凝土温度和湿度梯度,渗透性和微观结构的影响

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Steam curing has an adverse effect on the long-term performance of concrete, which is inseparable from the early hygro-thermal coupling action. The temperature-humidity field and performance of steam-cured concrete with different surface covering methods were characterized under the treatment temperature ranging from 45 to 75 degrees C by water permeability along with hydration characteristics, porosity, microhardness, and microstructure. The results show that steam-curing regimes directly affect the long-term performance of steam-cured concrete by changing internal temperature-humidity field. During the steam curing process, a higher treatment temperature often corresponds to a more complex temperature-humidity gradient, so that the steam-cured concrete exhibits low compactness and high permeability. In addition, the surface covering methods can reduce the surface porosity and interface transition zone width of steam-cured concrete. Meanwhile, with the increase of treatment temperature, the improvement effect of the surface covering methods on the impermeability of steam-cured concrete is more obvious. (C) 2021 Elsevier Ltd. All rights reserved.
机译:蒸汽固化对混凝土的长期性能产生不利影响,其与早期的Hygro热偶联作用密不可分。通过不同表面覆盖方法的温度湿度场和蒸汽固化混凝土的性能,通过水化特性,孔隙率,显微硬度和微观结构的水分渗透来表征在45至75℃的处理温度下。结果表明,蒸汽固化制度通过改变内部温度湿度场直接影响蒸汽固化混凝土的长期性能。在蒸汽固化过程中,较高的处理温度通常对应于更复杂的温度湿度梯度,因此蒸汽固化的混凝土具有低密度和高渗透性。此外,表面覆盖方法可以降低蒸汽固化混凝土的表面孔隙率和界面过渡区宽度。同时,随着治疗温度的增加,表面覆盖方法对蒸汽固化混凝土不渗透性的改善效果更为明显。 (c)2021 elestvier有限公司保留所有权利。

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