钢屋盖单榀径向梁柔性支撑吊装技术
作者简介:
姚成冲,助理工程师,E-mail: yaochengchongcn@ 163. com
作者单位:
1. 中国建筑第四工程局有限公司,广东 广州 510630;2. 广州新中轴建设有限公司,广东 广州 510623
基金项目:
∗中国建筑第四工程局有限公司科技研发课题:轮辐式索承网格结构施工创新技术研究(CSCEC4B-2025-KTA-18)
摘要:
轮辐式索承网格结构在大跨度体育场馆建设中具有显著优势,但其施工过程面临复杂的技术挑战。 针对“先索后钢”施工工艺的关键技术难点展开研究,重点分析柔性索网支承条件下上部钢结构安装的稳定性问题,尤其是首榀径向梁吊装阶段的侧向稳定性控制。 基于实际工程需求,采用有限元数值模拟方法,对钢梁吊装过程中的结构响应进行精细化分析,并通过足尺吊装试验验证模拟结果的准确性。 研究表明,合理的临时支撑布置和索力优化可有效提升施工阶段的稳定性,保证结构安装精度。 研究成果已应用于广州足球公园球场项目,优化了施工流程,使工期缩短约 20%。

English:
The spoke-type cable-supported grid structure has significant advantages in the construction oflarge-span stadiums and gymnasiums, but its construction process faces complex technical challenges.The key technical difficulties of the construction technology of first cable and then steel are studied, andthe stability of the upper steel structure installation under the condition of flexible cable net support isanalyzed, especially the lateral stability control of the first radial beam hoisting stage. Based on the actualengineering requirements, the finite element numerical simulation method is used to analyze the structuralresponse of the steel beam during the hoisting process, and the accuracy of the simulation results isverified by the full-scale hoisting test. The research shows that reasonable temporary support arrangementand cable force optimization can effectively improve the stability of the construction stage and ensure theinstallation accuracy of the structure. The research results were applied to the Guangzhou Football ParkStadium project, which optimizes the construction process and shortens the construction period byabout 20%.