深科技城一期BC座钢连廊同步顶升施工技术  

CONSTRUCTION TECHNOLOGY OF SYNCHRONOUS JACKING OF BC-SEAT STEEL CONNECTING GALLERY IN PHASE I OF SHENZHEN SCIENCE AND TECHNOLOGY CITY

作　　者：康泰 蔡佳兵 杨国勇[1,2] 何以庆 叶浩 Kang Tai;Cai Jia-bing;Yang Guo-yong;He Yi-qing;Ye Hao

机构地区：[1]中国建筑第二工程局有限公司华南分公司,广东深圳518048 [2]中建二局阳光智造有限公司,广东深圳518000

出　　处：《建筑技术开发》2023年第11期40-42,共3页Building Technology Development

摘　　要：以深圳市深科技城一期BC塔楼之间钢连廊的顶升施工为依托,针对钢连廊跨度大、重量重以及需要使用千斤顶同步顶升等施工特点,简要阐述顶升钢连廊的施工作业环境,并对使用千斤顶同步顶升钢连廊的相关施工过程进行详细的介绍。Based on the lifting construction of steel connecting gallery between BC towers in Shenzhen Shenzhen Science and Technology City Phase I,the construction environment of jacking steel connecting gallery is briefly elaborated according to its large span,heavy weight and construction features such as Jack synchronous lifting,and the related construction process of using large-tonnage jack synchronous lifting steel connecting gallery is introduced in detail.

关 键 词：同步顶升 大跨度 有限元分析 钢连廊 

分 类 号：TU758.11[建筑科学—建筑技术科学]