Properties of Adiabatic Temperature Rise of Concrete Using Different Types of Binder and Effects of Adiabatic Temperature on the Compressive Strength

결합재 종류에 따른 콘크리트의 단열온도상승특성 및 단열온도상승에 따른 압축강도특성에 관한 연구

The crack of concrete induced by a temperature rise in early age concrete due to the heat of ration of cement is a serious problem for massive or high strength concrete structures. However, re is still no reasonable equations for the prediction of the temperature rising. On this study, the prediction equations of the heat of hydration of different types of binder are pained from the adiabatic temperature rise test, and compared with the results from different nations to obtain the best approximated equation. The strengths of concrete of which specimens were placed in the same chamber for the adiabatic to were compared with those under standard curing.