基于新型混凝土内撑条的剪力墙支模施工技术研究  

Construction technology of horizontal transportation hoisting of unit curtain wall double ring rail

作　　者：陈永汉 乐小贺 Chen Yong-han;Le Xiao-he

机构地区：[1]中建二局第三建筑工程有限公司,北京100070

出　　处：《建筑技术开发》2024年第11期67-69,共3页Building Technology Development

摘　　要：研究对新型混凝土内撑条的剪力墙支模施工技术进行了相关分析,通过将一种新型混凝土内撑条与传统内撑条从安装工效、成型效果以及费用等角度进行了分析对比,保证了保护层及拉钩的一体化,验证了该技术的可行性,同时对该体系在施工过程中的要点进行阐述,以提供更多的施工经验可供参考。A relevant analysis was conducted on the construction technology of shear wall formwork with a new type of concrete internal support bar.By comparing the installation efficiency,forming effect,and cost of a new type of concrete internal support bar with traditional internal support bars,the integration of the protective layer and the hook was ensured,and the feasibility of the technology was verified.At the same time,the key points of the system in the construction process were elaborated to provide more construction experience for reference.

关 键 词：新型混凝土内撑条 剪力墙支模 剪力墙保护层 

分 类 号：TU74[建筑科学—建筑技术科学]