摘要
沾淄高速沿线跨河跨渠部分大跨径桥梁采用下承式简支钢桁梁,跨径布置有96 m、108 m和130 m三种,横向布置有三片桁和四片桁两种。现介绍了该项目的总体布置和结构设计,归纳总结了基于标准化设计和制造的公路简支钢桁梁桥设计难点和技术创新,可为今后同类桥梁设计提供参考。
The long-span bridges across canal along Zhanhua to Linzi Freeway are simply supported through truss steel bridge.The span layout includes 96 meters,108 meters and 130 meters.This paper introduces the general layout,structure design,and summarizes the design difficulties and technology innovation,which could provide reference for other similar bridges.
作者
徐常泽
赵洪蛟
王洺鑫
XU Changze;ZHAO Hongjiao;WANG Mingxin
出处
《上海公路》
2022年第1期43-49,M0005,共8页
Shanghai Highways
关键词
简支钢桁梁
全结合板桁组合
落梁
支座布置
横梁面外受力
预拱度
simply supported steel truss
fully bonded composite plate truss
girder falling
support layout
out-of-plane force of girder
pre-camber