国家会议中心结构工程综合施工技术  

COMPLEX TECHNOLOGY FOR STRUCTURAL CONSTRUCTION OF THE NATIONAL CONFERENCE CENTER

作　　者：冯跃[1] 焦玉锁 孙保军[2] 

机构地区：[1]北京建工集团有限责任公司,北京100055 [2]北京建工集团有限责任公司总承包二部,北京100045

出　　处：《建筑技术》2007年第4期248-252,共5页Architecture Technology

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.

关 键 词：超长 超宽 混凝土 钢结构 超高柱 

分 类 号：TU754.2[建筑科学—建筑技术科学]