| 预应力混凝土连续梁桥合拢段施工工艺的实施和研究 |
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| 引用本文： | 王洁,彭申凯. 预应力混凝土连续梁桥合拢段施工工艺的实施和研究[J]. 安徽建筑, 2007, 14(5): 105-107,122 |
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| 作者姓名： | 王洁 彭申凯 |
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| 作者单位： | 1. 合肥工业大学,安徽,合肥,230009;安徽省路桥工程集团有限责任公司,安徽,合肥,230022
2. 安徽省公路桥梁工程公司,安徽,合肥,230031 |
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| 摘 要： | 文章通过介绍滁河大桥主桥预应力合拢段施工工艺,阐述了预应力混凝土连续梁的合拢段施工中应加以注意的临时固结措施、体系转换和预应力施工等的施工工艺,并对其理论依据作了简要分析。
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| 关 键 词： | 预应力混凝土连续梁 悬浇 合拢段 刚性接杆 预应力张拉 |
| 文章编号： | 1007-7359（2007）05-0105-04 |
| 修稿时间： | 2007-05-31 |
Connecting Segment Construction of Prestressed Concrete Continuous Box Beams and the Technique Study |
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| Wang Jie,Peng Shenkai. Connecting Segment Construction of Prestressed Concrete Continuous Box Beams and the Technique Study[J]. Anhui Architecture, 2007, 14(5): 105-107,122 |
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| Authors: | Wang Jie Peng Shenkai |
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| Abstract: | Through the introduction to the connecting segment construction of prestressed concrete continuous box beams, techniques that should be paid more attention to such as temporary rigid connecting, conversion of system and the pretension are presented in this paper and the construction theory basis is also analyzed. |
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| Keywords: | prestressed concrete continuous box beam cantilever casting connecting segment rigid extension rod pretension |
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