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A platform for research: civil engineering, architecture and urbanism
Circular venue steel structure sliding construction method
The invention relates to a circular venue steel structure sliding construction method. The method comprises the steps that firstly, an annular track is installed on a circular venue; secondly, the first steel pipe truss is hoisted to the annular track on the hoisting station; thirdly, the first steel pipe truss is moved along the annular track until the first steel pipe truss completely leaves the hoisting station; fourthly, a second steel pipe truss is hoisted to the annular track on the hoisting station; fifthly, the second steel pipe truss is fixedly connected with the first steel pipe truss and moves along the annular track till the second steel pipe truss and the first steel pipe truss completely leave the hoisting station; sixthly, the steps are repeated till all the steel pipe trusses are installed. According to the construction method, the annular track is arranged in advance, the steel pipe truss is hoisted to the annular track at the hoisting station through the hoisting equipment, the steel pipe truss is moved to the installation position through the annular track, and the hoisting equipment does not need to be moved in the whole installation process; the problems that in a traditional installation technology, hoisting equipment needs to be transferred at multiple positions, and the hoisting difficulty is large are solved.
本发明涉及一种圆形场馆钢结构滑移施工方法，包括：步骤一在圆形场馆上安装环形轨道；步骤二在吊装工位吊装第一榀钢管桁架至环形轨道上；步骤三将第一榀钢管桁架沿着环形轨道移动，直至完全离开吊装工位；步骤四在吊装工位吊装第二榀钢管桁架至环形轨道上；步骤五将第二榀钢管桁架与第一榀钢管桁架固定连接，并沿着环形轨道移动，直至完全离开吊装工位；步骤六重复上述步骤，直至所有钢管桁架安装完成。上述施工方法通过提前设置环形轨道，只需要起重设备在吊装工位出将钢管桁架吊装至环形轨道，由环形轨道将钢管桁架移动至安装位置，整个安装过程中不需要移动起重设备，解决了传统安装工艺中需要起重设备多处转场、吊装难度大的问题。
Circular venue steel structure sliding construction method
The invention relates to a circular venue steel structure sliding construction method. The method comprises the steps that firstly, an annular track is installed on a circular venue; secondly, the first steel pipe truss is hoisted to the annular track on the hoisting station; thirdly, the first steel pipe truss is moved along the annular track until the first steel pipe truss completely leaves the hoisting station; fourthly, a second steel pipe truss is hoisted to the annular track on the hoisting station; fifthly, the second steel pipe truss is fixedly connected with the first steel pipe truss and moves along the annular track till the second steel pipe truss and the first steel pipe truss completely leave the hoisting station; sixthly, the steps are repeated till all the steel pipe trusses are installed. According to the construction method, the annular track is arranged in advance, the steel pipe truss is hoisted to the annular track at the hoisting station through the hoisting equipment, the steel pipe truss is moved to the installation position through the annular track, and the hoisting equipment does not need to be moved in the whole installation process; the problems that in a traditional installation technology, hoisting equipment needs to be transferred at multiple positions, and the hoisting difficulty is large are solved.
本发明涉及一种圆形场馆钢结构滑移施工方法，包括：步骤一在圆形场馆上安装环形轨道；步骤二在吊装工位吊装第一榀钢管桁架至环形轨道上；步骤三将第一榀钢管桁架沿着环形轨道移动，直至完全离开吊装工位；步骤四在吊装工位吊装第二榀钢管桁架至环形轨道上；步骤五将第二榀钢管桁架与第一榀钢管桁架固定连接，并沿着环形轨道移动，直至完全离开吊装工位；步骤六重复上述步骤，直至所有钢管桁架安装完成。上述施工方法通过提前设置环形轨道，只需要起重设备在吊装工位出将钢管桁架吊装至环形轨道，由环形轨道将钢管桁架移动至安装位置，整个安装过程中不需要移动起重设备，解决了传统安装工艺中需要起重设备多处转场、吊装难度大的问题。
Circular venue steel structure sliding construction method
圆形场馆钢结构滑移施工方法
LU BO (author) / LI XINGE (author) / LIAO HONGYU (author) / YANG JIE (author) / DONG NAN (author) / NOH BYUNG-GYU (author) / GAN HAIWEN (author) / CHEN CHAO (author)
2024-12-10
Patent
Electronic Resource
Chinese
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