| 大跨度多次预应力钢穹网壳设计与张拉监控 |
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| 引用本文： | 尹思明,胡瀛珊.大跨度多次预应力钢穹网壳设计与张拉监控[J].建筑技术,1997,28(3):173-175. |
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| 作者姓名： | 尹思明 胡瀛珊 |
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| 作者单位： | 攀枝花市建筑勘察设计院!总工程师，教授级高级工程师，617000，攀枝花 |
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| 摘 要： | 攀枝花体育馆采用多次预应力组合式短程线型钢穹网。设计时确定了布索方案，靠拢了预加力值，并制定了张拉工艺。实践证明体系是一种高效，经济，安全的大跨度空间承重体系。
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| 关 键 词： | 体育馆建筑 钢穹网壳 预应力 张拉 监控 |
DESIGN AND STRETCHING SURVEILLANCE OF A LARGE-SPAN SEVERAL TIMES PRESTRESSED STEEL NETWORK SHELL PROJECT |
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| Yin Siming,Hu Yingshan,Xie Zhi.DESIGN AND STRETCHING SURVEILLANCE OF A LARGE-SPAN SEVERAL TIMES PRESTRESSED STEEL NETWORK SHELL PROJECT[J].Architecture Technology,1997,28(3):173-175. |
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| Authors: | Yin Siming Hu Yingshan Xie Zhi |
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| Affiliation: | Yin Siming Hu Yingshan Xie Zhi |
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| Abstract: | The roof construction of the Panzhihua gymnasium has adopted a large-span several times prestressed steel network shell.Carrying design through to the end,its prestressing technology has been duly deliberated and carefully carried out on time.Practice has proved that this Large-span several times prestressed steel network shell is one of the high efficiency,good economy and perfect security space structure systems. |
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| Keywords: | gymnasium building steel network shell prestressed concrete prestress tensioning |
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