超高超限模板支撑体系施工技术  

CONSTRUCTION TECHNIQUE OF OVER-HEIGHT FORMWORK SUPPORTING SYSTEM

作　　者：任锦龙 李向东[1] 李昂[1] 

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》2012年第11期992-996,共5页Architecture Technology

摘　　要：中国人寿研发中心F-05地块(数据中心)工程模板支撑体系采用碗扣式脚手架支撑体系,支撑高度为8.0～18.3m,梁最大跨度为18m。施工中通过支撑架选用,立杆的选取及排布,后浇带支设,凌空独立梁模板支撑架支设,支撑架质量控制等步骤,安全、经济地搭设完成了20余处超高模板支撑体系,为同类工程提供了经验。The formwork support system of China Life Center F-05 Block （ Data Center ） project adopts cuplock scaffold support system with 8.0-18.3m supporting height and maximum beam span of 18m. During construction, more than 20 super-high formwork support systems are safely and economically established through various procedures, including selection of support frame, selection and arrangement of erecting pole, supporting of post-pouring belt, erection of support frame for overhead single-beam formwork and quality control of support frame, abundant experiences are provided for similar projects.

关 键 词：模板 支撑 碗扣式脚手架 超高 

分 类 号：TU755.2[建筑科学—建筑技术科学]