摘要
宁波机场航站楼大跨度倒三角形变截面曲率空间钢管桁架安装 ,依照结构计算原则和有关规范要求 ,深化施工组织设计和技术措施 ,通过传递转换集中荷载 ,从而实现楼面上钢管桁架高空滑移安装。
The installation of large\|span reverse\|triangle variable\|cross\|section\|curvature spatial steel pipe truss of Ningbo airport building followed the structural calculation principle and relevant standards and had complete construction management design and technical methods.With transferring and changing concentrated loading,engineers realized overhead sliding installation of on\|floor steel pipe truss.
出处
《施工技术》
CAS
北大核心
2001年第11期19-21,共3页
Construction Technology
关键词
航站楼
钢结构
钢管
桁架
支承井架
安装
滑移
airport building
steel structure
steel pipe truss
supporting well\|frame
installation
sliding
