大跨度劲性悬挑桁架自承式模板支撑体系施工技术
作者简介:
孙晓阳,正高级工程师,国家一级注册建造师,国家注册安全工程师,E⁃mail:xuanyuanyang@ 163. com
作者单位:
1. 中国建筑第八工程局有限公司,上海 200112;2. 中建八局文旅博览投资发展有限公司,江苏 南京 211100
基金项目:
∗2024 年度江苏省建设系统科技项目:大型生态体育场馆智能建造技术与应用(2024JH-89)
摘要:
大跨度劲性悬挑桁架结构在大型场馆、会展中心和机场等建筑物中得到了广泛应用. 大型公共建筑由于施工工期短、建筑造型复杂、施工技术难度大,模架支撑方案的确定往往较为重要. 以无锡奥体中心体育场劲性悬挑桁架模板支撑体系为例,通过对模板支撑体系变形分析与劲性桁架结构的应力验算,确定模板支撑体系的加固形式及成型效果.

English:
Large⁃span rigid cantilever truss structures have been widely applied in large venues,convention centers, and airports. Due to short construction periods, complex architectural shapes, andhigh technical difficulty of large⁃scale public buildings in construction, the determination of formworksupport schemes is often crucial for large public buildings. Taking the formwork support system of therigid cantilever truss in Wuxi Olympic Center Stadium as an example, this paper conducts deformationanalysis of the formwork support system and stress calculations for the rigid truss structure to determinethe reinforcement form and shaping effect of the formwork support system.