钢木女儿墙模板体系施工技术  

CONSTRUCTION TECHNIQUES OF STEEL-WOOD PARAPET FORMWORK SYSTEM

作　　者：刘泽伟 裴汉江 张康 戴力 黄俊 唐志超 LIU Zewei;PEI Hanjiang;ZHANG Kang;DAI Li;HUANG Jun;TANG Zhichao(China Construction Fifth Engineering Co. Ltd, Changsha 410007,China)

机构地区：[1]中国建筑第五工程局有限公司,长沙410007

出　　处：《钢结构》2019年第4期111-115,共5页Steel Construction

摘　　要：长沙滨江金融大厦位于潇湘大道与茶子山路交汇处的西北角,其中T3塔楼结构标高158. 350 m,结构形式为外钢框架-内核心筒组合体系,楼板采用的是自承式钢筋桁架楼承板。屋顶临边处女儿墙模板由于无法使用传统木模以及同楼承板模板材料(镀锌钢板)导致女儿墙无法施工。因此施工单位设计钢木女儿墙模板体系解决了传统木模和镀锌钢板无法作为模板施工的问题,同时消除了安全隐患并提高了施工质量。The Changsha Binjiang Financial Building is located in the northwest corner of the intersection of Xiaoxiang avenue and Chazishan road. The T3 tower structure has an elevation of 158.350 meters, and the structural form is the composite system of outer steel frame and inner core. Self-supporting steel bar truss decks have been used in the floor slab system. The parapet wall at the edge of the roof could not be constructed due to the inability to use traditional wooden formwork and the floor board deck material (galvanized thin steel plate).Therefore, the steel-wood parapet formwork system was designed by the construction units to solve the problem that traditional wooden formwork and galvanized thin steel plate could not be constructed, and at the same time the proposed formwok system could reduce the hidden danger of safety and improve the construction quality.

关 键 词：自承式钢筋桁架楼承板 传统木模 镀锌钢板 钢木女儿墙模板体系 施工技术 

分 类 号：TU755.2[建筑科学—建筑技术科学]