摘要
国家会议中心总建筑面积27万m2,是奥运工程中单体面积最大的场馆工程。地下两层,地上8层,框架剪力墙结构、钢结构。结构施工中,针对不同部位和施工难点,在基坑支护、降水、基础桩、地下防水、钢筋、模板、混凝土、钢结构等方面分别采取多项施工技术措施,保证了奥运工程的顺利施工,提高了结构工程施工技术水平,为同类工程提供了经验和方法。
With total floor area of 270,000 m^2, 2 floor of basement and 8 storey above ground, frame-shear wall structure and steel structure, it is an Olympic Games project that has the largest single building area. Against different parts and difficulties in the structural construction, corresponding technical measures were taken in respects of foundation pit support, dewatering, foundation pile, underground waterproof, reinforcement, formwork, concrete and steel structure, all of which have ensured the smooth construction of the Olympic Games project and enhanced the technical level of structural construction, providing experiences and methods for similar projects.
出处
《建筑技术》
北大核心
2007年第4期248-252,共5页
Architecture Technology
关键词
超长
超宽
混凝土
钢结构
超高柱
super long
super wide
concrete
steel structure
super high column
