| 北京援建汶川项目-烂柴湾大桥的设计特点 |
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| 引用本文： | 李照明,栗勇.北京援建汶川项目-烂柴湾大桥的设计特点[J].特种结构,2010,27(2):73-76. |
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| 作者姓名： | 李照明 栗勇 |
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| 作者单位： | 北京市市政工程设计研究总院,100082 |
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| 摘 要： | 北京援建汶川项目-烂柴湾大桥为预应力混凝土连续刚构桥,跨径70m+3×120m+70m,桥梁全长500m。本文介绍了该桥的总体布置、结构设计、连续刚构桥常见问题的预防措施。
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| 关 键 词： | 连续刚构桥 结构设计 |
Design Characteristics of Lanchaiwan Bridge Assisted Project by Beijing |
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| Li Zhaoming,Li Yong.Design Characteristics of Lanchaiwan Bridge Assisted Project by Beijing[J].Special Structures,2010,27(2):73-76. |
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| Authors: | Li Zhaoming Li Yong |
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| Affiliation: | (Beijing General Municipal Engineering Design and Research Institute, 100082) |
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| Abstract: | Lanchaiwan Bridge assisted project by beijing is pre-stressed concrete continuous rigid-framed bridge with spans of70m ＋ 3 × 120m ＋ 70m. The main factors of general arrangement, structural design and prevention measures for general problems of continuous rigid-framed bridge are introduced. |
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| Keywords: | Continuous rigid-framed bridge Structure design |
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