PROPERTIES OF FRESH AND HARDENED MORTARS WITH AIR-ENTRAINING AGENT

T. Markiv
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Abstract

The influence of the air-entraining agent (AEA) on a density, the volume of entrained air of mortar mix and compressive strength of hardened mortar was studied in this article. Results show that the addition of AEA results in the reduction of water to cement ratio to provide the targeted flow and the density that depends on the volume of entrained air. The addition of AEA causes the decrease of the density of mortar (C:S=1:2) by 8,2% and the increase of the compressive strength by 13,9% after 28 days of hardening compared to the mortar (C:S=1:2) without AEA. The further increase of a sand content in a mortar (C:S=1:3) results in slight decrease of a density of fresh mortar and compressive strength. If C:S ratio is 1:4 the increase of the density and the compressive strength decrease is observed in comparison with the mortar with C:S=1:3. The obtained results show that properties of mortar incorporating AEA depend on its mix proportion.
掺加引气剂的新鲜砂浆和硬化砂浆的性能
研究了掺加气剂对砂浆密度、掺加气体积和硬化砂浆抗压强度的影响。结果表明,AEA的加入降低了水灰比,以提供目标流量和密度,这取决于夹带空气的体积。与未添加AEA的砂浆(C:S=1:2)相比,添加AEA可使砂浆(C:S=1:2)硬化28 d后的密度降低8.2%,抗压强度提高13.9%。砂浆中掺砂量的进一步增加(C:S=1:3)会导致新砂浆的密度和抗压强度略有下降。当C:S= 1:4时,与C:S=1:3砂浆相比,砂浆密度增大,抗压强度减小。结果表明,掺加AEA砂浆的性能与掺加比例有关。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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