大连长山大桥设计综述 |
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引用本文: | 刘建,屈国,沈光玉,王吉英.大连长山大桥设计综述[J].北方交通,2011(6):83-86. |
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作者姓名: | 刘建 屈国 沈光玉 王吉英 |
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作者单位: | 辽宁省交通规划设计院,沈阳,110166 |
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摘 要: | 大连长山大桥主桥采用主跨260m的预应力混凝土双塔双索面矮塔斜拉桥,桥位处水文气象条件差,水深流急,桥梁高度受机场限制,是我国目前最大跨径的混凝土矮塔斜拉桥之一,对大桥的设计情况进行了概要总结。
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关 键 词: | 双塔 双索面 矮塔斜拉桥 悬臂浇注 设计 |
Design Reviews of Changshan Bridge in Dalian |
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Authors: | LIU Jian others |
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Institution: | LIU Jian and others |
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Abstract: | Changshan bridge in Dalian adopts pre-stressed concrete extradosed cable-stayed bridge with main span of 260m and twin-tower and double cable planes.The hydrological-meteorological conditions are poor at bridge site and water is deep and swift.The height of bridge is restricted by airport.This bridge is one of concrete extradosed cable-stayed bridges with the biggest span.The bridge design is summarized in this paper. |
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Keywords: | Twin-tower Double cable planes Extradosed cable-stayed bridge Cantilever casting Design |
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