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Frost Resistance Number to Assess Freeze and Thaw Resistance of Non-Autoclaved Aerated Concretes Containing Ground Granulated Blast-Furnace Slag and Micro-Silica

机译:评估磨碎的高炉矿渣和微硅粉的非高压加气混凝土的抗冻性值以评估其抗冻融性

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摘要

Aerated concrete (AC), such as cellular concrete, autoclaved aerated concrete (AAC), and non-autoclaved aerated concrete (NAAC), having excellent insulation properties, is commonly used in buildings located in cold regions, such as Nur-Sultan in Kazakhstan, the second coldest capital city in the world, because it can contribute to a large energy saving. However, when the AC is directly exposed to the repeated freeze and thaw (F-T) cycles, its F-T resistance can be critical because of lower density and scaling resistance of the AC. Moreover, the evaluation of the F-T resistance of the AC based on the durability factor (DF) calculated by using the relative dynamic modulus of elasticity may overestimate the frost resistance of the AC due to the millions of evenly distributed air voids in spite of its weak scaling resistance. In the present study, the F-T resistance of NAAC mixtures with various binary or ternary combinations of ground granulated blast-furnace slag (GGBFS) and micro-silica was assessed mainly using the ASTM C 1262/C1262M-16 Standard Test Method for Evaluating the Freeze-Thaw Durability of Dry-Cast Segmental Retaining Wall Units and Related Concrete Units. Critical parameters to affect the F-T resistance performance of the NAAC mixture such as compressive strength, density, water absorption, air–void ratio (VR), moisture uptake, durability factor (DF), weight loss (W ), the degree of saturation (S ), and residual strength (S ) were determined. Based on the determined parameter values, frost resistance number (FRN) has been developed to evaluate the F-T resistance of the NAAC mixture. Test results showed that all NAAC mixtures had good F-T resistance when they were evaluated with DF. Binary NAAC mixtures generally showed higher S and W and lower DF and S than those of ternary NAAC mixtures. It was determined that the S was a key factor for the F-T resistance of NAAC mixtures. Finally, the developed FRN could be an appropriate tool to evaluate the F-T resistance of the NAAC mixture.
机译:加气混凝土(AC),例如蜂窝混凝土,高压灭菌的充气混凝土(AAC)和非高压灭菌的充气混凝土(NAAC),具有出色的隔热性能,通常用于寒冷地区的建筑,例如哈萨克斯坦的Nur-Sultan ,是世界上第二冷的首都,因为它可以节省大量能源。但是,当AC直接暴露于反复的冻融(F-T)循环时,由于AC的密度和结垢电阻较低,因此其F-T电阻至关重要。此外,基于使用相对动态弹性模量计算出的耐用性因子(DF)评估AC的FT抵抗力可能会高估AC的耐霜冻性,这是由于AC耐力弱,尽管存在数百万个均匀分布的气孔耐垢性。在本研究中,主要使用ASTM C 1262 / C1262M-16用于评估冻结的标准测试方法评估NAAC混合物与磨碎的高炉矿渣(GGBFS)和微二氧化硅的各种二元或三元混合物的FT耐性干法分段式挡土墙单元和相关混凝土单元的抗冻耐久性。影响NAAC混合物耐FT性能的关键参数,例如抗压强度,密度,吸水率,空隙率(VR),吸湿率,耐久性因子(DF),重量损失(W),饱和度( S)和残余强度(S)被确定。基于确定的参数值,已开发出抗冻性数值(FRN)以评估NAAC混合物的F-T抗性。测试结果表明,使用DF评估所有NAAC混合物均具有良好的耐F-T性能。二元NAAC混合物通常显示出比三元NAAC混合物更高的S和W以及更低的DF和S。已确定,S是NAAC混合物耐F-T的关键因素。最后,开发的FRN可能是评估NAAC混合物耐F-T性能的合适工具。

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