某综合体育馆双曲抛物面钢网架施工  

THE CONSTRUCTION OF ONE COMPREHENSIVE GYMNASIUM HYPERBOLIC PARABOLOID STEEL FRAME

作　　者：高克永[1] 张纪刚[1] 王砚廷 

机构地区：[1]青岛理工大学土木工程学院,山东青岛266033 [2]青建集团股份公司,山东青岛266000

出　　处：《低温建筑技术》2011年第6期61-63,共3页Low Temperature Architecture Technology

摘　　要：中国海洋大学综合体育馆屋面结构为双曲抛物面结构,该体育馆为第十一届全运会女篮决赛的比赛场馆,是青岛市的重点建设项目。根据本工程实际情况,研究运用条形支撑悬臂扩展拼装技术,减少了网架支撑数量、降低了成本、加快了施工速度,提高了安装精度和整个钢网架屋面的施工质量,本工程的圆满成功为同类工程的施工提供了有益的参考。The comprehensive gymnasium engineering of Ocean University of China is a hyperbolic paraboloid steel frame. The stadium which is one of the key construction projects in Qingdao, has hosted the final of the Eleventh National Games Basketball competition venues. According to the actual situation of this project, the use of cantilever extended assembly technology of strip - type brace reduces the number of grid support and costs, accelerates construction speed, improves the installation precision and construction quality of steel grid roof. The success of this project provides the technical reference for the similar project construction.

关 键 词：钢网架 条形支撑 悬臂扩展拼装 起步单元 

分 类 号：TU393.3[建筑科学—结构工程]