| 新淝河大桥0#～1#块托架设计 |
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| 引用本文： | 任伟涛,杨荣青.新淝河大桥0#～1#块托架设计[J].交通标准化,2009(17):235-239. |
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| 作者姓名： | 任伟涛 杨荣青 |
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| 作者单位： | 中交一公局海威工程建设有限公司,北京101119 |
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| 摘 要： | 新淝河大桥0#～1#块施工方案,充分考虑了高墩施工的便利、高效与安全。通过计算,可确定简单易行的托架方案,其特点是受力效果好,安装、拆除方便,施工周期短,能取得较好的效益。
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| 关 键 词： | 悬浇箱梁 托架 设计 |
Xinfei River Bridge 0#-1# Brackets Design |
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| REN Wei-tao,YANG Rong-qing.Xinfei River Bridge 0#-1# Brackets Design[J].Communications Standardization,2009(17):235-239. |
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| Authors: | REN Wei-tao YANG Rong-qing |
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| Institution: | (Highway Engineering Co., Ltd., CCCC First Highway Engineering Bureau, Beijing 101119, China) |
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| Abstract: | The convenience, high efficiency and safety of high pier construction are given consideration in new Fei River bridge 0#-1# construction. Calculation is made to determine the ieasible bracket scheme. Its characteristics are good stress bearing effect, convenient installation and demolishment, short construction period and can achieve excellent benefits. |
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| Keywords: | cantilever casting box girder bracket design |
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