| 深圳会议展览中心高支模施工技术 |
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| 引用本文： | 孙谨,翟金永. 深圳会议展览中心高支模施工技术[J]. 建筑技术, 2005, 36(11): 814-815 |
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| 作者姓名： | 孙谨 翟金永 |
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| 作者单位： | 江苏华建建设股份有限公司深圳分公司,518034;江苏华建建设股份有限公司深圳分公司,518034 |
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| 摘 要： | 深圳会议展览中心总建筑面积为25万m^3，建筑高度为60m，施工技术复杂，采用6．35m高鱼腹梁支撑、15m长悬臂梁支撑等技术，确保了施工安全和工程质量，社会效益和经济效益显著。
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| 关 键 词： | 高支模 悬臂梁 桁架梁 钢柱 |
| 文章编号： | 1000-4726（2005）11-0814-02 |
| 收稿时间： | 2005-07-19 |
| 修稿时间： | 2005-07-19 |
HIGH SUPPORT FORMWORK CONSTRUCTION TECHNOLOGY FOR SHENZHEN CONFERENCE AND EXHIBITION CENTER PROJECT |
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| SUN JIN,ZHAI Jinyong. HIGH SUPPORT FORMWORK CONSTRUCTION TECHNOLOGY FOR SHENZHEN CONFERENCE AND EXHIBITION CENTER PROJECT[J]. Architecture Technology, 2005, 36(11): 814-815 |
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| Authors: | SUN JIN ZHAI Jinyong |
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| Affiliation: | SUN JIN ZHAI Jinyong |
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| Abstract: | The Shenzhen Conference and Exhibition Center project total floor area of the project is 250,000 m^2, building height 60m, and construction technology complicated. 6.35m high fish-bellied beam support and 15m long cantilever beam were adopted to ensure the construction safety and quality, achieving an obvious social and economical effect. |
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| Keywords: | high support formwork cantilever beam truss beam steel post |
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