| 预应力混凝土连续刚构桥设计特点 |
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| 引用本文： | 金大勇,陈金刚,邓关彩. 预应力混凝土连续刚构桥设计特点[J]. 城市道桥与防洪, 2006, 0(3): 29-30 |
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| 作者姓名： | 金大勇 陈金刚 邓关彩 |
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| 作者单位： | 中国市政工程西南设计研究院,四川,成都,610081 |
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| 摘 要： | 红水河二桥是位于来宾市内重要交通干道上的一座大跨预应力混凝土连续刚构桥。该文重点介绍该桥桥跨布置以及结构设计和计算。
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| 关 键 词： | 预应力混凝土 连续刚构桥 桥梁设计 计算 |
| 文章编号： | 1009-7716（2006）03-0029-02 |
| 收稿时间： | 2005-12-12 |
| 修稿时间： | 2005-12-12 |
Design Characters of Pre-stressed Concrete Continuous Rigid Structural Bridge |
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| Jin Dayong,Chen Jingang,Deng Guancai. Design Characters of Pre-stressed Concrete Continuous Rigid Structural Bridge[J]. Urban Roads Bridges & Flood Control, 2006, 0(3): 29-30 |
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| Authors: | Jin Dayong Chen Jingang Deng Guancai |
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| Abstract: | Hongshui River No.2 Bridge is located at the important traffic trunk within Laibin City. The bridge is a long-span pre-stressed concrete continuous rigid structural bridge. The key point of the article is at the span arrangement, and structural design and calculation of this bridge. |
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| Keywords: | pre-stressed concrete continuous rigid structural bridge bridge design calculation |
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