摘要
介绍深圳市会议展览中心 4 5m标高层 15 5m悬挑预应力梁设计、施工技术 ,及悬挑端高支撑的具体做法。
In this article, authors introduce design and construction technologies of the 15.5m suspended prestressed beam at 45m high level of Shenzhen Meeting and Exhibition Center, and state specific construction methods of high supports of the suspended end of the beam.
出处
《施工技术》
CAS
北大核心
2004年第7期18-19,22,共3页
Construction Technology
关键词
公共建筑
会展中心
预应力
悬挑梁
施工方法
public building
meeting and exhibition center
prestress
suspended beam
construction method