摘要
有序、合理、综合、高效的开发和利用地下空间资源是城市发展的一大趋势,而机场航站楼作为集轨、陆、空三位一体的城市重要组成部分,更需走空间集约化、立体发展化道路,由于地下空间的开发利用,如何在有限的场地建设超大型综合交通枢纽成为众多专家学者讨论的内容,其中上部结构的基础设计与施工就是首先要解决的部分。对萧山国际机场三期项目航站楼联合基础如大截面捆梁基础的施工方法进行了研究,并通过BIM技术进行模拟,对施工方案进行了优化,总结出一套行之有效的方案。
The orderly,reasonable,comprehensive and efficient development and utilization of underground space resources is a major trend in urban development.As an important part of a city integrating rail,land and air,airport terminal buildings need to be more space-intensive.Due to the development and utilization of underground space,many experts and scholars discuss how to build a super-large comprehensive transportation hub on a limited site.The basic design and construction of the upper structure is the first part to be solved.This paper studies the construction method of the joint foundation of the terminal building of the Xiaoshan International Airport Phase III project,such as the large-section beam foundation,and simulates it through BIM technology,and the construction scheme is optimized and a set of effective scheme is summarized.
作者
罗鑫
王辉
彭建永
陈华
潘钧俊
金国栋
孙斌
LUO Xin;WANG Hui;PENG Jianyong;CHEN Hua;PAN Junjun;JIN Guodong;SUN Bin(China Construction Eighth Engineering Division Co.,Ltd.,Shanghai 200112,China)
出处
《施工技术》
CAS
2021年第5期20-22,共3页
Construction Technology
基金
中建八局研究课题(2020-8-20)。
关键词
机场
联合基础
大截面捆梁
建筑信息模型
施工技术
airports
joint foundation
large cross-section bundled beam
building information modeling(BIM)
construction
