摘要
为了将黄河公铁两用桥承台大体积混凝土在低温条件下浇筑时的温度场控制在一个合理稳定的范围内,以确保工程质量,提出了"内降外保"的综合性施工措施,并采用ANSYS工具进行了温度场仿真计算.数值仿真结果与实测温度变化规律十分吻合,在此基础上总结了大体积混凝土低温条件下施工的温控经验.
When the large scale concrete of bearing platform of highway and raliway bridge on Yellow River is poured,in order to control the temperature field and ensure the engineering quality,the comperehensive construction measures of internal drop and outside keeping temperature is pointed out.The simulating calculation about temperature field is done by using ANSYS,and the results show that,the numerical simulational result tallies goodly with change law of actual temperature.Based on these,the experiences of con...
出处
《华北水利水电学院学报》
2009年第2期37-39,共3页
North China Institute of Water Conservancy and Hydroelectric Power
关键词
承台
大体积混凝土
温控
ANSYS
pile cap
mass concrete
temperature controlling
ANSYS