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作 者:赵敏越 董磊 姚文军 赵宇娟 Zhao Minyue;Dong Lei;Yao Wenjun;Zhao Yujuan(China Mobile Group Design Institute Co.,Ltd.,Beijing 100080,China)
机构地区:[1]中国移动通信集团设计院有限公司,北京100080
出 处:《山西建筑》2021年第3期21-23,共3页Shanxi Architecture
摘 要:随着国内电信大楼项目的大量建设,需要对电信建筑内大跨度网络监管大厅的结构设计经验进行总结。通过对空间网格钢结构及大跨度钢筋混凝土框架两种不同类型结构应用于通信网监大厅的结构设计过程的研究,对建筑功能实现,抗震设计,承载力和变形验算及关键设计参数确定等结构设计要点进行回顾。对网监大厅两种结构解决方案的造价、工期、实施便捷程度、适用场景等方面进行对比,得出电信大楼内网监大厅结构设计的相关结论,供通信建筑工程结构设计人员及建设者参考。With the rapid growth of telecom building construction,it helps to summarize experience of structural designs of the large-span network monitoring halls in the telecom buildings.In this article,two structural design processes of reinforced concrete frame structure and space grid steel structure for network monitoring hall were discussed.Key points of structural design,such as the realization of architectural function,seismic design,checking of bearing capacity and deformation and determination of key design parameters were reviewed.A comparison and contrast of different aspects of the two structural solutions,such as cost,construction duration,implementation convenience and applicable scenarios arrived at the conclusions on the design of large-span network monitoring halls in telecom buildings,for the reference of structural designers and constructors.
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