摘要
详细分析了韩家店1号特大桥的结构特征，提出采用斜拉式挂篮进行悬臂施工，深入地阐述了斜拉式挂篮的受力特征，并进行了计算分析。
The author introduces structural characteristics of Hanjiadian 1# grand bridge, puts forward cantilever construction method by cable-stayed cradle, illustrates force balance characters of cable-stayed cradle, and calculates and analyzes it.
出处
《山西建筑》
2006年第16期247-248,共2页
Shanxi Architecture
关键词
连续刚构
悬臂施工
斜拉挂篮
设计
continuous steel structure, cantilever construction, cable-stayed cradle, design
