Strength Development of Mock-up Concrete Structure subjected to Extremely Low Temperature Condition Due to Curing Methods

극저온 조건에서의 양생방법 변화에 따른 실구조체 콘크리트의 강도발현 특성

Under this study, the characteristics of concrete intensity condition following the curing method under the extremely low temperature environment have been contemplated, and as a result, in the event of insulation + heat cable curing, the intensity and accumulated temperature accomplishment period is required for two times of requiring initial frost damage prevention than the case of heating + heat insulation curing method due to the insufficient calories supplied in general.