摘要
通过南京奥林匹克体育中心6.95 m标高大平台超长大面积预应力混凝土结构施工实践,对工程施工段的划分、预应力施工程序、施工特点进行了总结,取得了施工超大预应力连续环形结构的经验。
The large fiat roof of Nanjing Olympic center at the elevation of 6.95 meters is the structural of super-long large area pre-stressed concrete. The particular study has been carried out in this article about the partition of construction sections and the laying out of pre-stressed tendon. In addition the pre-stressed construction program and characters are summarized in this article. Valuable experience has been got about super-large pre-stressed continuous annular structural.
出处
《山西建筑》
2007年第10期180-181,共2页
Shanxi Architecture
关键词
大平台
预应力
方案选择
施工
large flat roof, pre-stress, project selection, construction
