美兰机场二期航站楼错层隔震施工技术  

Construction Technology of Staggered Layer Seismic Isolation of Terminal Building of Meilan Airport Phase Ⅱ Project

作　　者：梁华站 郭思壮 王磊[1] 王凤然 郑辉才 谭海娜 LIANG Hua-zhan;GUO Si-zhuang;WANG Lei;WANG Feng-ran;ZHENG Hui-cai;TAN Hai-na(China Construction Eighth Engineering Division Corp.Ltd.,Shanghai 200000,China)

机构地区：[1]中国建筑第八工程局有限公司

出　　处：《工程建设与设计》2020年第2期142-144,共3页Construction & Design for Engineering

摘　　要：海口美兰国际机场二期扩建航站楼中心区设计为基础隔震形式,为全国首个且规模最大的错层隔震建筑。论文介绍了包含橡胶隔震支座、弹性滑移支座以及错层隔震关键节点的施工技术,为今后类似大规模的错层隔震工程设计以及建设积累经验,对隔震技术应用起到推广作用。The central area of extension terminal of Phase II Project Meilan International Airport in Haikou is designed as the base isolation form, which is the first and largest staggered layer seismic isolation building in China. This paper introduces the construction technology including rubber isolation bearing, elastic slip bearing and the key points of staggered layer isolation, which accumulates experience for similar large-scale staggered isolation engineering design and construction in the future, and plays an important role in popularizing the application of isolation technology.

关 键 词：错层隔震 隔震支座 滑移支座 施工技术 

分 类 号：TU318[建筑科学—结构工程]