摘要
中国国家大剧院戏剧院结构高63.5m ,宽33.1m ,以4种不同的模板支撑方式进行分析 ,其中高架支撑方案可充分利用建筑空间结构的特殊性 ,且进行了充分卸载 ,装拆难度虽较大 ,但用钢量少 ,一次性投入少 ,后续工程可周转使用。分析结果表明 ,高架支撑架是一种很好的高大空间模板支撑体系 ,有较好的发展空间。
Dramatic hall of the National Theater of China is a 63.5 meter high building with 33.1 meter span. By analyzing between among four bracing schemes it is found that high bracing method can adequately make use of the special feature of the spatial structure, having adequate unload effect. Even though there are greater difficulties of installation and removing thereof, considering steel saving, less one time input and circulating use, it is really a preferable bracing system for high / large spatial structure.
出处
《建筑技术》
北大核心
2002年第8期573-574,共2页
Architecture Technology
