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

机译:引气剂对高掺量粉煤灰混凝土抗结冰垢性和输运性能的影响

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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 μm 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 μm 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.
机译:根据实验室测试,通常认为高体积粉煤灰(HVFA)混凝土的抗除冰垢性不令人满意。因此,我们开发了一种带有空气夹带剂(AEA)的HVFA组合物,该组合物应符合欧洲的除盐标准(≤1kg / m〜2)。本文介绍了从铸造开始到铸件表面冻结/融化测试之间的气孔系统的完整特征,并评估了夹带空气对其传输性能的影响。用7.0 ml AEA / kg粘合剂(与传统混凝土的2.0 ml AEA / kg粘合剂)可达到6-7%的最低空气含量。但是,使用非常细的粉煤灰(45μm的细度:保留13.2%),在以后的年龄(91天)维持一个合适的气孔系统和控制耐盐垢的能力更加困难。在使用较粗的粉煤灰(细度为45μm:保留26.6%)的情况下,经过28次严酷的冻融循环后,盐垢仅为0.5 kg / m〜2。但是,使用AEA可以增加真空下的吸水率和表观气体渗透率。

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