温州永强机场新建航站楼指廊钢屋盖施工技术  

Steel Roof Construction Technology of Airside Concourse of the New Terminal for Wenzhou Yongqiang Airport

作　　者：蒋国平 施元强 卢福生 杨林 

机构地区：[1]浙江精工钢结构集团有限公司,浙江绍兴312030

出　　处：《施工技术》2015年第11期10-13,共4页Construction Technology

摘　　要：温州永强机场新建T2航站楼有南、北两处指廊屋盖投影面积约1.5万m2,结构形式为双层双曲焊接球螺栓球混合型钢网架。指廊网架采用移动式脚手架+固定脚手架的方案进行施工,分别从施工重难点、方案的选择、移动式脚手架和滑移轨道的设计以及针对本工程移动式脚手架施工中的各项技术措施进行介绍。There are two airside concourses at the south and north of the new T2 terminal of Wenzhou Yongqiang Airport,whose projection area is about 15 000m2,the structure type is two-layer combined steel net frames with hyperbolic weld-spheres and bolt-spheres. The net frame structures for the airside concourses are installed by movable scaffolds and fixed scaffolds. This paper introduces the construction difficulties,options of the construction scheme,design of the movable scaffolds and sliding rails as well as terms of technical measures by using movable scaffolds.

关 键 词：机场 钢结构 航站楼 钢网架屋盖 移动式脚手架 原位拼装 施工技术 

分 类 号：TU758.11[建筑科学—建筑技术科学]