| 中国民生银行总部大厦改扩建设计 |
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| 引用本文： | 芮明倬,张聿,童兴,汪大绥,刘明国,李立树.中国民生银行总部大厦改扩建设计[J].建筑结构,2007(5). |
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| 作者姓名： | 芮明倬 张聿 童兴 汪大绥 刘明国 李立树 |
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| 作者单位： | 华东建筑设计研究院有限公司 上海200002 |
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| 摘 要： | 采用后外包钢管混凝土柱,钢结构组合楼面置换,核心筒剪力墙粘钢加固等方法对中国民生银行总部大厦进行改扩建设计。建筑高度由原134.7m增至188.6m,建筑面积增加约3万m2。介绍了结构体系和抗侧力体系的确定、结构计算分析、结构加固方法、高强灌浆材料选择、钢结构置换施工顺序及节点构造等内容。
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| 关 键 词： | 超高层建筑 改扩建 置换 后包钢管混凝土柱 边缘构件 粘钢加固 |
Design of Reconstruction and Expansion of China Minsheng Bank Mansion |
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| Rui Mingzhuo,Zhang Yu,Tong Xing,Wang Dasui,Liu Mingguo,Li Lishu.Design of Reconstruction and Expansion of China Minsheng Bank Mansion[J].Building Structure,2007(5). |
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| Authors: | Rui Mingzhuo Zhang Yu Tong Xing Wang Dasui Liu Mingguo Li Lishu |
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| Abstract: | China Minsheng Bank Mansion is reconstructed and expanded by the methods of RC column post-covered steel tube,composite steel and concrete floor substitution and core wall externally bonded steel frames strengthen etc.The height of building is increased from 134.7m to 188.6m and the total area is enlarged(30 000m~2).Contents of structural design for the mansion are introduced,including structural system establishment,structural analysis,seismic design,structure reinforcing methods,high strength material selection,substitute subsequence from concrete floors to composite steel-concrete floors and joint connection etc. |
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| Keywords: | super high-rise building reconstruction expansion substitution post-concrete-filled steel tubular reinforced column edge element steel bonding reinforcement |
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