| 型钢混凝土组合结构施工技术 |
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| 引用本文： | 陈洋,刘玉彬,赵培霞. 型钢混凝土组合结构施工技术[J]. 建筑技术, 2007, 38(4): 280-282 |
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| 作者姓名： | 陈洋 刘玉彬 赵培霞 |
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| 作者单位： | 北京建工集团有限责任公司总承包二部,100045,北京 |
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| 摘 要： | 国家会议中心工程型钢混凝土结构的施工针对工程体量巨大、结构形式复杂、施工难度大、工程质量要求高等特点和难点,采用了多种实用施工方法,解决了一系列施工难题,满足了工程质量和工期的要求。
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| 关 键 词： | 型钢混凝土 组合结构 预埋件 |
| 文章编号： | 1000-4726-（2007）04-0280-03 |
| 修稿时间： | 2007-01-27 |
CONSTRUCTION TECHNOLOGY OF PROFILED STEEL CONCRETE COMPOSITE STRUCTURE |
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| CHEN Yang,LIU Yubin,ZHAO Peixia. CONSTRUCTION TECHNOLOGY OF PROFILED STEEL CONCRETE COMPOSITE STRUCTURE[J]. Architecture Technology, 2007, 38(4): 280-282 |
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| Authors: | CHEN Yang LIU Yubin ZHAO Peixia |
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| Affiliation: | The Second General Contract Department of Beijing Construction Engineering Group Co.,Ltd.,100045,Beijing,China |
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| Abstract: | The reinforced concrete structures in the National Conference Center Project at Beijing Olympic Park(Area B) are mainly composite columns of profiled steel concrete.Considering the huge volume of the project,complicated structure form,construction hardship and high quality requirement,some practicable construction methods were taken in the structural construction,which resolved a serial of construction problems and met the quality and schedule requirements of the project. |
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| Keywords: | reinforced concrete composite structure embedded anchor |
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