| 超高超限模板支撑体系施工技术 |
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| 引用本文： | 任锦龙,李向东,李昂. 超高超限模板支撑体系施工技术[J]. 建筑技术, 2012, 0(11): 992-996 |
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| 作者姓名： | 任锦龙 李向东 李昂 |
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| 作者单位： | 北京建工集团有限责任公公司,北京100055 |
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| 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。
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| 关 键 词： | 模板 支撑 碗扣式脚手架 超高 |
CONSTRUCTION TECHNIQUE OF OVER-HEIGHT FORMWORK SUPPORTING SYSTEM |
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| REN Jin-long,LI Xiang-dong,LI Ang. CONSTRUCTION TECHNIQUE OF OVER-HEIGHT FORMWORK SUPPORTING SYSTEM[J]. Architecture Technology, 2012, 0(11): 992-996 |
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| Authors: | REN Jin-long LI Xiang-dong LI Ang |
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| Affiliation: | (Beijing Construction Engineering Group Co.. Ltd., 100055, Beijing, China) |
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| Abstract: | 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. |
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| Keywords: | formwork support cuplock scaffold super-high |
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