混凝土表面在盐霜试验和水中快速冻结/解冻过程中鳞屑的形状和大小

IF 0.7 Q4 CONSTRUCTION & BUILDING TECHNOLOGY
Marte Beheim Brun, A. Shpak, S. Jacobsen
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引用次数: 2

摘要

摘要对结霜试验中混凝土颗粒的厚度(T)、长度(L)、宽度(W)和尺寸分布进行了测量。T (mm)随粒径的增加,对于不同的混凝土质量和霜试验方法有着惊人的相似。2T/(L+W)随粒径的变化而减小,在盐结垢试验中,最大颗粒的2T/(L+W)最低,为0.1 ~ 0.15,但在大颗粒集料结垢时,2T/(L+W)增大。盐霜试验的粒径分布峰值为1 ~ 2 mm。与在水中冻结/解冻的颗粒相比,颗粒更薄,无论混凝土类型或损坏程度如何,颗粒的尺寸分布都更平坦。尽管在盐霜试验中有效地防止内部损伤和结垢,但空气空隙并不能有效地减少水中的结垢。由于薄片厚度与尺寸有关,因此很难与胶屑模型(≈3/4 ×冰厚)和空穴相关(≈3×临界空穴间距)模型预测的T进行比较。图像分析可以很好地描述形状。提出了在不同冰层厚度条件下混凝土鳞片厚度的进一步研究。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Shape and Size of Particles Scaled from Concrete Surfaces during Salt Frost Testing and Rapid Freeze/thaw in Water
Abstract Thickness (T), Length (L), Width (W) and size distribution of scaled concrete particles in frost testing were measured. T (mm) increases with particle size surprisingly similarly for different concrete qualities and frost test methods. 2T/(L+W) reduces as function of size and is lowest for the largest particles of the salt scaling test: 0.1 – 0.15 but increases if large aggregate particles scale. Particle size distributions from salt frost testing peak for particles of 1-2 mm. The particles are flakier compared to particles from freeze/thaw in water which also have flatter size distribution no matter type of concrete or degree of damage. Scaling in water is not so efficiently reduced by air voids despite protecting very efficiently against internal damage and scaling in salt frost testing. Comparisons with T predicted by the glue spall model (≈3/4 × ice thickness) and the air void dependent (≈3× critical air void spacing) model proposed by Fagerlund are difficult due to the size dependent flake thickness. Image analysis could well describe shape. Further studies of concrete flake thickness scaled at varying thickness of ice layers are proposed.
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来源期刊
Nordic Concrete Research
Nordic Concrete Research CONSTRUCTION & BUILDING TECHNOLOGY-
自引率
20.00%
发文量
8
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