摘要
以中央歌剧院工程为背景,对支撑型钢混凝土梁的高大模板支撑架的监测方法进行了详细论述,并在浇筑南北两侧台口梁时,对高大模板支架的应变和变形进行了监测,得到了一些有启发作用的结论。
Taking the engineering of Central Opera House as the background,this paper discussed in detail the monitoring method of tall template support of support type steel reinforced concrete beam,and monitored the strain and deformation of tall template in pouring the north and south sides proscenium beam,obtained some enlightening conclusions.
出处
《山西建筑》
2018年第3期95-97,共3页
Shanxi Architecture
关键词
高大模板支架
型钢混凝土梁
施工监测
应变时程
tall template support, steel concrete beam, construction monitoring, strain time history