1) integral hoisting of arch rib
拱肋整体吊装
2) rib hoisting
拱肋吊装
1.
This paper is concentrated on the geometric nonlinear static analysis of the rib hoisting for concrete filled steel tubular(CFST) long span arch bridges.
研究了大跨度钢管混凝土拱桥拱肋吊装过程中的几何非线性问题 ,在此基础上编制了索、梁、杆平面结构系统的几何非线性静力分析程序。
3) rib-hoisting
拱肋吊装
1.
Since rib-hoisting of the long-span CFST arch bridge is very complex, method of simulation calculation of construction control must be adopted in order that the final bridge line and the state of strength will satisfy the requirement of design.
大跨度钢管混凝土拱桥的拱肋吊装过程是一个复杂的过程，为了保证最终的成桥线形和受力状态满足设计要求，需要采用施工控制仿真计算。
4) pre-assembly of entire arch rib
拱肋整体预组装
5) integrated suspending installation of double libs
双肋整体吊装
6) integral lifting of half an arch
半拱整体吊装
补充资料：硫酸尾气塔整体吊装
硫酸尾气塔整体吊装
凶 硫酸尾气塔整体吊装
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条