| 王万联络线松花江大桥主桥设计 |
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| 引用本文： | 张立江.王万联络线松花江大桥主桥设计[J].铁道标准设计通讯,2005(6):30-33. |
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| 作者姓名： | 张立江 |
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| 作者单位： | 铁道第三勘察设计院桥梁处 天津300142 |
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| 摘 要： | 王万线松花江大桥主桥采用了中间一孔为刚构的( 60+9×96 +60 )m的预应力混凝土刚构连续梁桥,联长达986m,集长联、大跨于一体,且位于严寒地区,介绍该桥的主要设计内容和长联多跨桥设计中的特殊问题。
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| 关 键 词： | 刚构连续梁 多跨 严寒地区 设计 |
| 文章编号： | 1004-2954(2005)06-0030-04 |
| 修稿时间： | 2005年3月2日 |
Design of SongHua River Bridge on Wanggang-Wanle Railway |
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| Zhang Lijiang Bridge Division of TSDI,Tianjin.Design of SongHua River Bridge on Wanggang-Wanle Railway[J].Railway Standard Design,2005(6):30-33. |
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| Authors: | Zhang Lijiang Bridge Division of TSDI Tianjin |
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| Institution: | Zhang Lijiang Bridge Division of TSDI,Tianjin 300142 |
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| Abstract: | The main bridge of Song Hua River Bridge is designed as a (60+9×96+60)m PC rigid frame-continuous girder with a continuous unit up to 986 m,long continuous unit、long-span and located severe cold zone are its specific character. The main contents of design and the characteristic of long continuous unit and multi-span bridge were introduced. |
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| Keywords: | rigid frame-continuous girder multi-span cold zone design |
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