平台法盘扣架模板支撑体系施工技术  

CONSTRUCTION TECHNOLOGY OF PLATFORM METHOD BUCKLE FRAME FORMWORK SUPPORT SYSTEM

作　　者：郭子君 李万坤 GUO Zi-jun;LI Wan-kun(Beijing Construction Engineering Group Co.,Ltd.,100055,Beijing,China)

机构地区：[1]北京建工集团有限责任公司,北京100055

出　　处：《建筑技术》2024年第11期1292-1295,共4页Architecture Technology

摘　　要：为解决盘扣式模板支撑架在实际工程设计使用过程中承载力利用率低、立杆水平杆布置不灵活的问题,通过对某市新能源装备产业园生产车间层高、柱网间距、梁截面尺寸、梁底标高进行分析,研究平台法盘扣架模板支撑体系。结果表明,该体系可有效发挥盘扣架承载力高的特点,节约材料,提高效率,立杆水平杆布置相对更灵活,可为类似工程提供借鉴。In order to solve the problems of low utilization of bearing capacity and inflexible arrangement of vertical and horizontal poles in the actual engineering design and use of the buckle template support frame,the platform method buckle support system was studied by analyzing the floor height,column grid spacing,beam section size,and beam bottom elevation of the production workshop of an Energy Equipment Industrial Park.The results show that the high bearing capacity of the buckle frame can be effectively utilized,materials can be saved,and the arrangement of vertical and horizontal poles is relatively more flexible,improving efficiency and providing reference for similar projects.

关 键 词：平台法 高承载力 布置灵活 节约材料 

分 类 号：TU74[建筑科学—建筑技术科学]