摘要
卡塔尔卢赛尔体育场主体钢结构为由24对V形柱支承受压环的空间大跨结构,构件形状复杂。受压环连接鱼腹式环形张力索桁架,对精度要求较高,测量难度大。为控制受压环最终就位精度,在钢结构加工、现场拼装、吊装等阶段,针对不同条件,采用三维激光扫描和全站仪+自贴式反射片的测量方案。在最终就位阶段,为克服现场条件限制,结合两种测量方案优点,首创并应用了全站仪扫描法,达到了受压环精度控制要求。
The main steel structure of the Lusail Stadium in Qatar is a large-span space structure with 24 pairs of V-shaped steel columns supporting the compression ring,the shape of the members is complex.The compression ring is connected to the fish-bellied hoop tension cable truss,which has high accuracy requirements and is difficult to measure.In order to control the final positioning accuracy of the compression ring,the measurement schemes of three-dimensional laser scanning and total station+selfattached reflector are adopted respectively for different conditions in the stages of steel structure processing,on-site assembly and hoisting.In the final positioning stage,in order to overcome the limitations of on-site conditions,combined with the advantages of the two measurement schemes,the total station scanning method was pioneered and applied to meet the accuracy control requirements of the compression ring.
作者
黄韬睿
HUANG Taorui(China Railway Construction Corporation(International)Ltd.,Beijing 100855,China)
出处
《施工技术(中英文)》
CAS
2024年第14期51-55,76,共6页
Construction Technology
基金
中国铁建股份有限公司科技研发计划(2020-B22)。
关键词
体育场
钢结构
受压环
测量
三维激光扫描
全站仪
精度
控制
stadiums
steel structures
compression ring
measurement
three-dimensional laser scanning
total station instrument
precision
controlling