| 连续刚构桥墩梁结合部位施工技术简述 |
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| 引用本文： | 付仕保.连续刚构桥墩梁结合部位施工技术简述[J].邢台职业技术学院学报,2010,27(3):74-76. |
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| 作者姓名： | 付仕保 |
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| 作者单位： | 中铁十八局集团公司,天津,300222 |
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| 摘 要： | 结合某桥梁工程,介绍了连续刚构桥墩梁结合部位（0#段）施工技术的应用,并简要分析了施工质量控制措施,可供相关专业技术人员参考。
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| 关 键 词： | 大跨度桥梁 墩梁结合部位 施工技术 |
Continuous Rigid Frame Bridge Pier Beam Construction Technique Outlined Binding Site |
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| FU Shi-bao.Continuous Rigid Frame Bridge Pier Beam Construction Technique Outlined Binding Site[J].Xingtai Vocational and Technical College,2010,27(3):74-76. |
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| Authors: | FU Shi-bao |
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| Institution: | FU Shi-bao(China Railway 18 Bureau Group First Engineering Co.,Ltd.,Tianjin 300222,China) |
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| Abstract: | Combined with a bridge project,the author introduces the continuous rigid frame bridge pier beam binding sites（0 # section） construction technology,and a brief analysis of the construction quality control measures is made to be reference to professional and technical personnel. |
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| Keywords: | bridge girder binding sites construction technology |
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