| 预应力钢-砼组合连续箱梁的设计 |
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| 引用本文： | 王祖珍,周指示,吴平平. 预应力钢-砼组合连续箱梁的设计[J]. 交通标准化, 2008, 0(9): 191-194. DOI: 10.3869/j.issn.1002-4786.2008.09.050 |
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| 作者姓名： | 王祖珍 周指示 吴平平 |
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| 作者单位： | 安徽省公路勘测设计院,安徽,合肥,230041;安徽省公路勘测设计院,安徽,合肥,230041;安徽省公路勘测设计院,安徽,合肥,230041 |
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| 摘 要： | 基于三跨预应力钢-砼组合连续梁的整体设计，有关桥面板、预拱度、加劲肋和横梁、剪力连接件设计的介绍，以及对剪力连接件抗剪承载力的计算，可为类似结构的成功建设提供借鉴。
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| 关 键 词： | 钢-砼组合连续箱梁 剪力连接件 焊钉 加劲肋 |
Prestressed Steel-concrete Composite Box Beam Design |
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| WANG Zu-zhen,ZHOU Zhi-shi,WU Ping-ping. Prestressed Steel-concrete Composite Box Beam Design[J]. Communications Standardization, 2008, 0(9): 191-194. DOI: 10.3869/j.issn.1002-4786.2008.09.050 |
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| Authors: | WANG Zu-zhen ZHOU Zhi-shi WU Ping-ping |
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| Affiliation: | (Anhui Communications Consulting ＆ Design Institute, Hefei 230041, China) |
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| Abstract: | The whole design of three span prestressed steel-concrete composite continuous beam is discussed in this paper. The author discusses briefly the bridge deck, pre-arched, rib stiffener, crossbeam and design of shear connectors, and calculates the anti-crack bearing capacity of shear connectors. It can provide reference for successful similar structural construction. |
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| Keywords: | steel-concrete continuous box beam shear connector stud rib stiffener |
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