| 济南市纬六路跨铁路斜拉桥设计 |
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| 引用本文： | 牟林海,王顺,马殿祥.济南市纬六路跨铁路斜拉桥设计[J].城市道桥与防洪,2002(4):17-19. |
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| 作者姓名： | 牟林海 王顺 马殿祥 |
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| 作者单位： | 济南市市政工程设计研究院 |
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| 摘 要： | 纬六路跨铁路大桥为双塔双索面预应力钢筋混凝土斜拉桥 ,主桥跨径布置为 ( 4 2 + 1 2 0 + 380 + 1 2 0 +42 ) m,采用塔墩固结 ,塔梁分离的结构形式。本文主要介绍该斜拉桥的工程概况、主梁及主塔的结构设计。
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| 关 键 词： | 跨铁路斜拉桥 预应力混凝土梁 漂浮体系 索塔 |
| 修稿时间： | 2002年8月16日 |
Design of WeiLiu Road Cable-Stayed Bridge over Railway in Jinan City |
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| Mou LinHai,Wang Shun,Ma DianXiang.Design of WeiLiu Road Cable-Stayed Bridge over Railway in Jinan City[J].Urban Roads Bridges & Flood Control,2002(4):17-19. |
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| Authors: | Mou LinHai Wang Shun Ma DianXiang |
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| Abstract: | WeiLiu Road Bridge over Railway is a double-pylon and double-cable plane prestressed reinforced concrete cable-stayed bridge.The span layout of the main bridge is (42 120 380 120 42)m, using the structural form of consolidation of pylon piers and the separation of pylon and beams.The paper introduces mainly the general situation, main beam and main pylon of thecable-stayed bridge project. |
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| Keywords: | cable-stayed bridge over railway prestressed concrete beams float system cable pylon |
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