Urea 혼입 매스콘크리트의 FEM 온도균열 해석을 위한 수화발열 특성에 관한 실험적 연구

Abstract

In domestic construction industry progress, construction and quality control of large structures are considered to be important as the superstructure and mass scale of structures. In the case of mass concrete, high hydration heat caused by cement hydration generates temperature stress by generating internal temperature difference with the concrete surface. These temperature stresses cause cracks to penetrate the concrete structure. A method of lowering the heat generation by incorporating Urea in order to reduce the concrete temperature crack has been proposed. In this study, the heat function coefficient for the FEM temperature crack analysis of the mass concrete containing the element was derived and the adiabatic temperature rise test was carried out according to the incorporation of the element. As a result of this experiment, the maximum temperature of 41 土 1°C was obtained irrespective of the amount of urea, and the maximum temperature decreased by 16.9°C in concrete containing 40kg/㎥ of urea.