| 邯郸钢铁公司体育馆5.6m跨预应力混凝土悬臂看台板设计施工 |
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| 引用本文： | 邱仓虎,代伟明,李东彬.邯郸钢铁公司体育馆5.6m跨预应力混凝土悬臂看台板设计施工[J].建筑结构,2004(8). |
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| 作者姓名： | 邱仓虎 代伟明 李东彬 |
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| 作者单位： | 建研建筑设计院 北京100013
(邱仓虎)，建研科技股份有限公司 北京100013
(代伟明)，建研科技股份有限公司 北京100013(李东彬) |
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| 摘 要： | 介绍了邯郸钢铁公司体育馆预应力悬臂板结构的设计与施工 ,通过采用扁预应力束、施工阶段设置后浇带等技术措施有效解决了悬臂板抗裂设计和支承柱大偏心受压问题。
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| 关 键 词： | 体育馆 悬臂板 扁预应力束 后浇带 |
Design and Construction of the Prestressed Cantilever Slab with 5.6m Span in the Gymnasium of Handan Steel Corporation |
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| Qiu Canghu,Dai Weiming,Li Dongbin.Design and Construction of the Prestressed Cantilever Slab with 5.6m Span in the Gymnasium of Handan Steel Corporation[J].Building Structure,2004(8). |
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| Authors: | Qiu Canghu Dai Weiming Li Dongbin |
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| Affiliation: | Qiu Canghu Dai Weiming Li Dongbin |
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| Abstract: | The design and construction of the prestressed cantilever slab in the gymnasium of Handan Steel Corporation are introduced. In order to control the crack of the cantilever slab and decrease the moment of column, strandforce tendon is used in the slab and post cast strip is set during construction. |
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| Keywords: | gymnasium cantilever slab strandforce tendon post-cast strip |
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