城市地下综合体大跨度异型段结构设计分析

Structure Design and Analysis of Large-span Irregular Sections for Urban Underground Complex

摘要:

本文介绍了某在建城市地下综合体项目的异型段结构设计理念及计算分析。该项目为超大型城市地下综合体,总建筑面积约180万平方米,为浅埋式箱型砼结构体系。本项目的关键点设计在于异型段的处理,本文通过对本范例项目的大跨度异型段结构计算分析,证明了使用该设计方法的合理性、可靠性和安全性,希望能为类似项目设计提供参考。

Abstract:

The structure design conception and calculation analysis of irregular sections in an urban underground complex project under construction are introduced. This project is a huge urban underground complex. Its total construction area is about 1.8 million square meters, which is a shallow buried box-type reinforced concrete structural system. The critical design of this project is to treat the large-span irregular section for the combination and separation locations of road flow. Therewith, the calculation and analysis of the multi-ribbed box section structure are proposed to prove the rationality, reliability and safety of using this design method, which can be referred for the design of the similar projects.