| 浅析市政桥梁工程的后张法预应力施工技术 |
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| 引用本文： | 穆昀,何文凯. 浅析市政桥梁工程的后张法预应力施工技术[J]. 城市建筑, 2014, 0(15): 307-307 |
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| 作者姓名： | 穆昀 何文凯 |
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| 作者单位： | 甘肃省天水市建设工程安全质量监督管理处,741000 |
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| 摘 要： | 后张法预应力是一项现代施工技术,具有张拉设备简单、不需要永久性张拉台座、效率高的优点,在市政桥梁工程中得到广泛应用。文章则以市政工程桥梁实例解析后张法预应力的施工流程,以期为今后的桥梁工程施工提供技术参考依据。
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| 关 键 词： | 桥梁工程 后张法预应力 施工技术 |
Analysis of the Construction Technology of Post-tensioned Prestressing in Municipal Bridge Engineering |
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| Mu Yun,He Wenkai. Analysis of the Construction Technology of Post-tensioned Prestressing in Municipal Bridge Engineering[J]. Urbanism and Architecture, 2014, 0(15): 307-307 |
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| Authors: | Mu Yun He Wenkai |
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| Affiliation: | Mu Yun, He Wenkai |
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| Abstract: | Post-tensioned prestressing is a modern construc-tion technology, with the advantages of equipment simple, does not need permanent tension pedestal, and high efficiency, which has been widely used in bridge engineering. Combining with instance, this article analyzes the construction process of post-tensioned prestressing, so as to provide certain reference for the future bridge engineering construction. |
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| Keywords: | bridge engineering post-tensioned prestressing construction technology |
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