| 悬臂浇筑预应力混凝土连续箱梁合拢段的施工技术 |
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| 引用本文： | 贺瑞峰.悬臂浇筑预应力混凝土连续箱梁合拢段的施工技术[J].山西交通科技,2009(4):66-68. |
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| 作者姓名： | 贺瑞峰 |
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| 作者单位： | 山西省交通科学研究院,山西太原030006 |
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| 摘 要： | 预应力钢筋混凝土箱梁是目前广泛使用的连续体系梁式桥，该桥型常采用悬臂浇筑法施工。合拢段的施工是悬灌技术中一道非常关键的工序。结合具体工程实例，对预应力钢筋混凝土箱梁合拢段的施工技术和注意事项进行了阐述。
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| 关 键 词： | 预应力 箱梁 合拢 施工 技术 |
The Construction Technique of Prestress Concrete Continuous Box Beam Close-up Section |
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| HE Rui-feng.The Construction Technique of Prestress Concrete Continuous Box Beam Close-up Section[J].Shanxi Science & Technology of Communications,2009(4):66-68. |
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| Authors: | HE Rui-feng |
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| Institution: | HE Rui-feng (Shanxi Provincial Research Institute of Communications,Taiyuan,Shanxi 030006,China) |
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| Abstract: | Combined with the specific engineering example,the paper discussed the construction technique and attentions of prestress concrete continuous box beam close-up section. |
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| Keywords: | prestress box beam close up construction technique |
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