| 富星桥预应力连续箱梁桥的设计 |
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| 引用本文： | 骆海锋.富星桥预应力连续箱梁桥的设计[J].城市道桥与防洪,2008(2):31-33. |
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| 作者姓名： | 骆海锋 |
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| 作者单位： | 嘉兴中路交通设计有限公司,浙江嘉兴,314000 |
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| 摘 要： | 该文介绍了富星桥主桥的设计特点，该主桥为跨径40m＋70m＋40m的变截面预应力混凝土连续箱梁桥，箱宽20．75m，可供桥梁专业人员参考。
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| 关 键 词： | 变截面连续梁桥 预应力混凝土结构 桥梁设计 |
| 文章编号： | 1009-7716（2008）02-0031-03 |
| 收稿时间： | 2007-10-18 |
| 修稿时间： | 2007年10月18 |
Design of Pre-stressed Continuous Box Beam Bridge of Fuxing Bridge |
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| Luo Haifeng.Design of Pre-stressed Continuous Box Beam Bridge of Fuxing Bridge[J].Urban Roads Bridges & Flood Control,2008(2):31-33. |
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| Authors: | Luo Haifeng |
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| Abstract: | The article introduces the design characteristics of the main bridge of Fuxing Bridge.The main bridge is the span 40 m+70 m+40 m non-uniform of pre-stressed concrete continuous box-beam bridge.The box width is 20.75 m.The above can be referred for the bridge designers. |
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| Keywords: | non-uniform continuous beam bridge pre-stressed concrete structure bridge design |
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