剧院舞台区超高混凝土梁施工方案探讨及施工  

Construction Scheme Discussion and Construction of Super High Concrete Beams in Theatre Stage Area

作　　者：高宗立[1] 王维[1] 莫凡[1] 陈法兵[1] 丁伟 黎汉杰 GAO Zongli;WANG Wei;MO Fan;CHEN Fabing;DING Wei;LI Hanjie(China Construction Eighth Engineering Division Corp.,Ltd.,Guangxi Branch,Nanning,Guangxi 530028,China)

机构地区：[1]中国建筑第八工程局有限公司广西分公司,广西南宁530028

出　　处：《建筑施工》2019年第1期82-84,共3页Building Construction

摘　　要：以广西文化艺术中心工程项目为载体,对其中大剧院舞台区的大跨度、800 mm×3 200 mm大截面、离地净高21.25 m的独立超高混凝土梁浇筑支撑体系进行研究,最后决定采用贝雷架结合钢支撑的方式,降低了施工成本,提高了安全性,缩短了施工工期。Taking the project of Guangxi Cultural and Art Center as the carrier,this paper studied the support system for pouring of independent super-high concrete beams with large span and 800 mm×3 200 mm large cross-section and 21.25 m net height off the ground in the stage area of the grand theatre.Finally,it was decided to adopt the method of the bailey frame combined with the steel support,which reduced the construction cost,improved the safety and shortened the construction period.

关 键 词：大跨度 大截面 超高混凝土梁 贝雷架 模板支撑体系 

分 类 号：TU731.2[建筑科学—建筑技术科学]