应用研究 2025年 第卷 第02期

DOI: 10 7672 / sgjs2025020083

立面悬索⁃钢框架混合结构施工方法及全过程模拟分析

狄增辉¹’²,罗 斌¹’²,阮杨捷¹’²,刘 欣³

作者简介:

狄增辉,硕士研究生,E⁃mail: dizh@ seu. edu. cn

作者单位:

1. 东南大学混凝土与预应力混凝土结构教育部重点实验室,江苏 南京 211189;2. 东南大学国家预应力工程技术研究中心,江苏 南京 211189; 3. 南京东大现代预应力工程有限责任公司,江苏 南京 210018

摘要:

宿迁学院新校区图书馆项目为新型立面悬索⁃钢框架混合结构,为实现其顺利施工,提出了一种采用少量临时支撑架周转连续施工的方法. 采用 SAP2000 软件建立结构有限元模型,对比研究施工过程模拟方法,并对周转所需临时支撑架层数、悬索张拉及其上部钢梁安装顺序等关键技术进行研究. 对结构施工全过程进行模拟并分析结构响应,重点关注 4 个立面悬索结构,掌握结构状态,验算承载力和变形. 结果表明,采用新安装单元两步激活法可更好地模拟实际施工过程;采用 2 层支撑架周转施工且悬索张拉先于其上部钢梁安装,可顺利实现结构施工并有效减少支撑架投入;施工过程中钢结构应力、索力、结构位移均在合理控制范围内;结构施工完成后与设计状态基本一致,验证了施工方法的合理性和可行性.

English:

The library project of Suqian College new campus is a new type of facade suspension cable⁃steel frame hybrid structure. In order to achieve its smooth construction, a method of using a smallnumber of temporary support frames for continuous construction was proposed. Using SAP2000 software toestablish a finite element model of the structure, a comparative study was conducted on the simulationmethods of the construction process, and key technologies such as the number of temporary supportframes required for turnover, suspension tensioning and the installation sequence of it’ s upper steelbeams were studied. The entire construction process of the structure was simulated and the structuralresponse was analyzed, with a focus on four facade suspension structures. The structural status wasgrasped, and the bearing capacity and deformation were verified. The results indicate that using the two⁃step activation method for new installation units can better simulate the actual construction process. Theuse of a 2⁃layer support frame for turnover construction and the installation of suspension cables before theupper steel beams can smoothly achieve structural construction and effectively reduce the investment insupport frame equipment. During the construction process, the stress, cable tension, and structuraldisplacement of the steel structure are all within a reasonable control range. After the completion ofstructural construction, it is basically consistent with the design status, which verifies the rationality andfeasibility of the construction method.