摘要
结合北京新机场航站楼的施工进度安排,研究隔震层楼板的浇筑时机对隔震支座的影响,结果表明施工时的温度会显著影响隔震支座的位移,该温度越接近最终使用时的温度,最终状态的支座位移变形越小。
Combined with the construction schedule of Beijing New influence of the pouring time of the isolation floor slab on the isolation show that the temperature during construction will significantly affect the bearing. The temperature is closer to deformation of the bearing displacement the final use. The temperature in the final state. Airport Terminal Building, the bearing is studied. The results displacement of the isolation at the time, the smaller the
作者
段先军
潘旦光
谭晋鹏
雷素素
黄维爱
DUAN Xian-jun;PAN Dan-guang;TAN Jin-peng;LEI Su-su;HUANG Wei-ai(Beijing Urban Construction Group Co.,Ltd.,100088,Beijing,China;Department of Civil Engineering,University of Science and Technology Beijing,100083,Beijing,China)
出处
《建筑技术》
2018年第9期970-972,共3页
Architecture Technology
基金
国家重点研发计划课题(2017YFC0703609)
关键词
隔震支座
支座位移
混凝土施工温度
isolation bearing
bearing displacement
concrete construction temperature