摘要
本文介绍了港珠澳大桥珠海口岸交通中心的基础及上部结构设计。由于项目靠近大海及位于人工岛上,针对负摩阻力、不均匀沉降、海水腐蚀、地下室超长等提出了相应的解决措施。地上结构采用预应力混凝土框架结构、屋盖采用双层空间网架+单层网格的大跨度空间钢结构,对主体结构的抗风性能、抗震性能及温度应力进行了分析。分析表明,结构受力性能满足规范要求,可供类似项目参考。
Foundation and upper structure design are introduced of Transportation Center at Zhuhai Port of Hong KongZhuhai-Macao Bridge in this project. Due to this project near the sea and on the artificial island, resolution measures are suggested to negative friction, differential settlement, seawater corrosion, over-length basement. Prestressed Concrete frame structure is used to the upper structure. Long-span space steel structure of double layer grid & single layer grid is used to the roof. Wind-resistant performance, seismic capacity, temperature stress are analyzed on the main structure. The results show that structural performances meet the code requirement, it can be reference for similar projects.
作者
蒋科卫
JIANG Kewei(TIANHUA Architecture Planning&Engineering Co.,Ltd.,Shanghai 200235,China)
出处
《建筑结构》
CSCD
北大核心
2021年第S02期273-279,共7页
Building Structure
关键词
负摩阻力
腐蚀
超长
大跨空间结构
抗风设计
温度应力
动力弹塑性分析
negative friction
corrosion
over-length
Long-span space steel structure
wind-resistant design
temperature stress
dynamic elastic-plastic time-historty analysis