摘要
通过分析闽江特大桥的钢结构组成及其他相关信息,阐述了特大桥整体节点弦杆的组装方法及采取的工艺措施,经过大桥的全面试装和工地架梁的验证,证明该制造工艺是合理可行的。
According to the components of the steel strucutre and its relative information of Minjiang super-large bridge, the paper illustrates the installation methods and adopted craft measures for the whole joint's chord member in super-large bridge, and proves the manufacture craft is reasonable and feasible by the whole trial installation and the field beam of the bridge.
出处
《山西建筑》
2010年第5期326-327,共2页
Shanxi Architecture
关键词
特大桥
整体节点
弦杆
组装
super-large bridge, whole joint, chord member, installation