| 曹妃甸原油码头及配套设施工程——引桥上部结构的设计与施工 |
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| 引用本文： | 王英伟,崔巍.曹妃甸原油码头及配套设施工程——引桥上部结构的设计与施工[J].水运工程,2010(4). |
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| 作者姓名： | 王英伟 崔巍 |
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| 作者单位： | 大连理工大学土木建筑设计研究院有限公司,辽宁,大连,116023 |
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| 摘 要： | 曹妃甸原油码头及配套设施工程--引桥工程全长767.3 m,共6跨钢管混凝土拱桥,单跨全长122 m.该桥的建设.为我国能源的发展和中石化战略发展做出了重大的贡献,同时该桥又成为曹妃甸工业区一道靓丽的风景线.对桥梁的结构设计、计算及施工进行介绍.
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| 关 键 词： | 钢管混凝土拱桥 防腐 静力分析 屈曲稳定分析 |
Design and construction of Caofeidian crude oil terminal and associated facilities:superstructure of the bridge approach works |
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| WANG Ying-wei,CUI Wei.Design and construction of Caofeidian crude oil terminal and associated facilities:superstructure of the bridge approach works[J].Port & Waterway Engineering,2010(4). |
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| Authors: | WANG Ying-wei CUI Wei |
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| Institution: | WANG Ying-wei,CUI Wei(Design Institute of Civil Engineering & Research,Dalian University of Technology,Dalian 116023,China) |
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| Abstract: | Caofeidian crude oil terminal and associated facilities,the bridge approach works is 767.3 m long,totally having 6 cross-filled steel tubular arch bridges of 122 m single span.The construction of the bridge made a significant contribution to the development of China' s energy strategy and Sinopec's strategic development,and the bridge appears of a beautiful scene of Caofeidian Industrial Zone.The design,calculation and construction of the bridge are expounded. |
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| Keywords: | concrete-filled steel tubular arch bridge anti-corrosion static analysis buckling stability analysis |
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