| 三向变截面偏心连续箱梁挂篮施工法 |
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| 引用本文： | 罗兴友.三向变截面偏心连续箱梁挂篮施工法[J].城市道桥与防洪,2010(8):128-131. |
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| 作者姓名： | 罗兴友 |
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| 作者单位： | 上海申伸强建设有限公司,上海,201201 |
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| 摘 要： | 该文通过申江路1标工程施工实例,结合该工程桥梁断面布置形式,从施工部署、零号块临时墩设计、挂篮设计及施工等技术措施,介绍了纵、横、竖三向变截面且结构偏心的连续箱梁,采用悬臂法挂篮施工的方法及技术措施。
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| 关 键 词： | 三向变截面 偏心结构 临时墩 挂篮施工 技术措施 |
Three-way Non-uniform Eccentric Continuous Box Girder Traveling Form Construction Method |
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| Luo xingyou.Three-way Non-uniform Eccentric Continuous Box Girder Traveling Form Construction Method[J].Urban Roads Bridges & Flood Control,2010(8):128-131. |
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| Authors: | Luo xingyou |
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| Abstract: | Based on the construction case of Shenjiang Road Bid 1 Project and combined with the bridge section layout type of this project,the article introduces the three longitudinal,traverse and vertical ways of non-uniform and eccentric structural continuous box girder,cantilever traveling form construction method and technical measures from the aspects of construction arrangement,temporary pier design at zero block,traveling form design and construction measures. |
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| Keywords: | three-way non-uniform eccentric structure temporary pier traveling form construction technical measures |
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