| 深圳万科中心预应力斜拉索施工程序优化 |
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| 引用本文： | 张琨,刘洪海,李强,刘献伟.深圳万科中心预应力斜拉索施工程序优化[J].施工技术,2011,40(8). |
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| 作者姓名： | 张琨 刘洪海 李强 刘献伟 |
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| 作者单位： | 中建三局建设工程股份有限公司,湖北武汉,430064 |
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| 摘 要： | 深圳万科中心工程结构体系新颖,将斜拉索桥梁设计理念引入房屋建筑,通过采用斜拉索将竖向结构和2层水平楼板相连,营造底层大空间的视觉效果。通过对预应力斜拉索房屋建筑结构施工程序优化,阐述新型房屋结构体系的工况模拟、施工控制和变形监测。
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| 关 键 词： | 斜拉索结构 逆作法 变形控制 工况模拟计算 |
Optimization on Construction Process of Prestressed Cable-stayed Structure in Vanke Center Mansion in Shenzhen |
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| Zhang Kun,Liu Honghai,Li Qiang,Liu Xianwei.Optimization on Construction Process of Prestressed Cable-stayed Structure in Vanke Center Mansion in Shenzhen[J].Construction Technology,2011,40(8). |
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| Authors: | Zhang Kun Liu Honghai Li Qiang Liu Xianwei |
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| Affiliation: | Zhang Kun,Liu Honghai,Li Qiang,Liu Xianwei(China Construction Third Engineering Bureau Co.,Ltd.,Wuhan,Hubei 430064,China) |
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| Abstract: | Vanke Center Mansion in Shenzhen uses cable-stayed bridge idea in building structure.The building uses cable to link the second horizontal floor and the vertical structure,which can attain large space in the first floor.By optimizing construction process of prestressed cable-stayed building structure,the authors show the construction simulating,construction control and deformation monitoring. |
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| Keywords: | cable-stayed structure top-down method deformation control condition simulating calculation |
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