Concrete with a thickness of 1 meter or more is likely to have a temperature accumulation. The core area is higher than 80 degrees Celsius, resulting in damage to the concrete due to cracking due to temperature. Low heat type concrete has beendeveloped to allow the heat generated by the reaction of concrete to be the lowest on the compressive strength limit. The size of the structure and the construction period, etc. The maximum temperature analysis in advance will help prepare concrete pouring potential betterAnd reduce cracking problems due to temperature.
