- 摘 要
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(悉地国际设计顾问(深圳)有限公司, 深圳 518057)
[摘要]在超高层结构的核心筒设计中,为减薄墙的厚度,可在剪力墙体中设置钢板,形成钢混凝土组合剪力墙结构。结合平安金融中心项目的钢混凝土组合剪力墙的结构设计与施工,对钢混凝土组合剪力墙的连接构造、施工措施等进行探讨,并对其在工程中的应用提出一些建议。
[关键词]平安金融中心; 钢混凝土组合剪力墙; 钢板墙; 节点构造; 爬模施工; 施工措施
中图分类号:TU398.9 文献标识码:A 文章编号:1002-848X(2015)03-0008-04
Application of steelconcrete composite shear wall in Ping′an Financial Center
Peng Zhaocai, Huang Yongjun, He Yuanming
(CCDI International(Shenzhen)Design Consultants Co., Ltd., Shenzhen 518057, China)
Abstract:In the design process of core wall of super highrise building, steel plates can be imbedded in shear wall to form steelconcrete composite shear wall and decrease thickness. Based on the structural design and construction of steel\|concrete composite shear wall of Ping′an Financial Center, the connection details and construction measures of steel\|concrete composite shear wall were discussed and some suggestions were given for its application.
Keywords:Ping′an Financial Center; steelconcrete composite shear wall; steel plate wall; joint detail; climbing formwork construction; construction measure
作者简介:彭肇才,学士,高级工程师,一级注册结构工程师,Email: peng.zhaocai@ccdi.com.cn。
参考文献
[1]JGJ 3—2010高层建筑混凝土结构技术规程[S]. 北京:中国建筑工业出版社,2011.
[2]GB 50017—2003钢结构设计规范[S].北京:中国计划出版社,2003.
[3]徐国强,陆建新,刘晓斌,等.平安金融中心钢板剪力墙安装技术[J].施工技术,2013,42(2):6\|8.