Influence of air entraining agents on deicing salt scaling resistance and transport properties of high-volume fly ash concrete

被引:51
|
作者
Van den Heede, P. [1 ]
Furniere, J. [1 ]
De Belie, N. [1 ]
机构
[1] Univ Ghent, Magnel Lab Concrete Res, B-9052 Ghent, Belgium
来源
CEMENT & CONCRETE COMPOSITES | 2013年 / 37卷
关键词
Deicing salt scaling resistance; Air void analysis; Thin sections; Water penetrability; Gas permeability; GAS-PERMEABILITY; POROSITY; SORPTION;
D O I
10.1016/j.cemconcomp.2013.01.005
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Based on laboratory tests, the deicing salt scaling resistance of high-volume fly ash (HVFA) concrete is usually reported as less than satisfactory. Therefore, we developed a HVFA composition with an air entraining agent (AEA) that should meet the European salt scaling criterion (<= 1 kg/m(2)). This paper presents a full characterization of its air void system from the moment of casting until the freeze/thaw test on cast surfaces, and evaluates the influence of air entrainment on its transport properties. The minimum air content of 6-7% was achieved with 7.0 ml AEA/kg binder (versus 2.0 ml AEA/kg binder for traditional concrete). However, with very fine fly ash (45 mu m fineness: 13.2% retained), it was more difficult to maintain an adequate air void system and control the salt scaling resistance at later age (91 days). With coarser fly ash (45 mu m fineness: 26.6% retained), salt scaling after 28 severe freeze/thaw cycles equaled only 0.5 kg/m(2). Nevertheless, AEA use increased the water sorption under vacuum and the apparent gas permeability. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:293 / 303
页数:11
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