Cement Science and Concrete Technology
Online ISSN : 2187-3313
Print ISSN : 0916-3182
ISSN-L : 0916-3182
Durability
RESISTANCE TO FROST DAMAGE OF HIGH STRENGTH CONCRETE WITH SHRINKAGE REDUCING AGENT
Tetsuya OYAMADAEiji SATOToshiyuki NAKAMURAHina KATO
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JOURNAL FREE ACCESS

2022 Volume 76 Issue 1 Pages 386-392

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Abstract

The frost damage resistance of the high-strength concrete using a shrinkage reducing agent was examined based on the amount of air after hardened. Two types of shrinkage reducing agents were used, and the water-cement ratio of concrete was 38%. The amount of air in the fresh concrete was set to 3, 5, and 7%. As a result of the experiment, it was found that all the shrinkage reducing agents showed high frost damage resistance even when the air volume of fresh concrete was 3%. As for surface damage, in principle, the smaller the spacing factor after curing, the higher the frost damage resistance, but the smaller the spacing factor, that is, the greater the deterioration when there is a lot of air in the concrete. It was found that too much air was taken as a weak point in the strength of concrete and caution was required.

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