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초기동해를 받은 콘크리트의 내동해성 평가법에 대한 검토

Investigation on the Method of Evaluating the Resistance to Freezing and Thawing of Concrete Subjected Initial Frost Damage

  • 고경택 (한국건설연구원 토목연구부 구조재료그룹) ;
  • 장일영 (금오공과대학교 토목공학과)
  • 발행 : 1999.08.01

초록

In concrete incorporating high volume ground granulated blast-furnace slag that has frozen at early age, to evaluated the results of resistance to freezing and thawing is very difficult because the hydration of the concrete increases over the duration of rapid freezing and thawing test. Hence, the dynamic modulus of elasticity of specimens after freezing and thawing will be favorable results unless the hydration effect is taken into consideration. In this study, a method of evaluating to the resistance to freezing and thawing of concrete subjected freezing at early age, in which the effect of hydration is modified for its increase during rapid freezing and thawing test, is investigated.

키워드

참고문헌

  1. Annual Book of ASTM standards v.04.02 Standard test method for resistance of concrete to rapid freezing and thawing ASTM C 666-84
  2. ACI Materials Journal v.85 no.52 Strength development and durability of concrete cast and cured at 0℃ Gardner, N. J.;Sau, P. L.;Cheung, M. S.
  3. Journal of the ACI v.80 no.3 Temperature effect on strength-maturity relationship of mortar Carino, N. J.;Lew, H. S.
  4. Magazine of Concrete Research v.2 no.6 Principle underlying the steam curing of concrete at atmospheric pressure Saul. A. G. A.
  5. RILEM Symposium on Winter Concreting Hardening of concrete at different temperature especially below the freezing point Nakanen, A.
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