The rule of infant age concrete strength development under low temperature and complex affecting factors is researched.An efficient and reliable mathematical forecast model is set up to predict the infant age concrete antifreeze critical strength under low temperature at construction site.On the basis of the revision of concrete equivalent coefficient under complex influencing factors,least-squares curve-fitting method is applied to approximate the concrete strength under standard curing and the forecast formula of concrete compressive strength could be obtained under natural temperature condition by various effects.When the amounts of double-doped are 10% fly ashes and 4% silica fumes as cement replacement,the antifreeze critical strength changes form 3.5-4.1MPa under different low temperature curing.The equivalent coefficient correction formula of concrete under low temperature affected by various factors could be obtained.The obtained equivalent coefficient is suitable for calculating the strength which is between 10% to 40% of standard strength and the curing temperature from 5-20℃.The forecast value of concrete antifreeze critical strength under low temperature could be achieved by combining the concrete antifreeze critical strength value with the compressive strength forecast of infant age concrete under low temperature.Then the theory for construction quality control under low temperature is provided. The rule of infant age concrete strength development under low temperature and complex affecting factors is researched. An efficient and reliable mathematical forecast model is set to predict the infant age concrete antifreeze critical strength under low temperature at construction site. On the basis of the revision of concrete equivalent coefficient under complex influencing factors, least-squares curve-fitting method is applied to approximate the concrete strength under standard curing and the forecast formula of concrete compressive strength could be obtained under natural temperature condition by various effects.When the amounts of double -doped are 10% fly ashes and 4% silica fumes as cement replacement, the antifreeze critical strength changes form 3.5-4.1MPa under different low temperature curing. The equivalent coefficient correction formula of concrete under low temperature affected by various factors could be obtained. The obtained equivalent coefficient is suitable for calculati ng the strength which is between 10% to 40% of standard strength and the curing temperature from 5-20 ° C .; The forecast value of concrete antifreeze critical strength under low temperature could be achieved by combining the concrete antifreeze critical strength value with the compressive strength forecast of infant age concrete under low temperature. The theory for construction quality control under low temperature is provided.