摘要
文中以某大桥施工用钢栈桥为工程背景,对钢栈桥主要部位构件进行强度、刚度、稳定性验算。结果表明深水域桥梁施工贝雷梁钢栈桥的结构设计中对于贝雷梁的设计无论是抗弯承载力还是跨中挠度,汽车荷载均起决定性作用;而对于钢管的设计,其强度、刚度及稳定性都具有较大储备;同时,贝雷梁和钢管组合钢栈桥刚度及强度储备量大、稳定性好、安全性高,可作为深水域桥梁施工临时结构的优先选项。
In this paper,the strength stiffness and stability of the main parts of the steel trestle used in the construction of bridge were checked.The results showed that the main components of the steel trestle of a bridge meet the specification requirements,and have a certain safety reserve.At the same time,reasonable suggestions were put forward for the construction of the steel trestle.
作者
武俊刚
李汉霖
杨绪彪
姜乃琛
WU Jungang;LI Hanlin;YANG Xubiao;JIANG Naichen(Heilongjiang Provincial Longjian Road&Bridge the 1st Engineering Co.,Ltd.,Harbin 150028,China)
出处
《低温建筑技术》
2021年第8期108-111,115,共5页
Low Temperature Architecture Technology
关键词
钢栈桥
结构计算
钢结构
steel trestle
checking calculation
standard