| 桩与桩帽连接节点受弯承载力计算 |
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| 引用本文： | 朱海堂,张启明,李春跃.桩与桩帽连接节点受弯承载力计算[J].郑州大学学报(工学版),1998(4). |
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| 作者姓名： | 朱海堂 张启明 李春跃 |
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| 作者单位： | 郑州工业大学水利与环境工程学院，郑州工业大学土木建筑工程学院 |
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| 基金项目： | 交通部《港口工程桩基规范》专题研究项目 |
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| 摘 要： | 结合试验分析，提出了预应力混凝土管桩与桩帽连接节点受弯承载力计算的力学模式、计算方法及节点区构造要求。
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| 关 键 词： | 管桩 桩帽 受弯承载力 构造 |
The Calculation of Flexural Capacity of the Connections Between Pile and Pile Caps |
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| Zhu Haitang,Zhang Qiming,Li Chunyue.The Calculation of Flexural Capacity of the Connections Between Pile and Pile Caps[J].Journal of Zhengzhou University: Eng Sci,1998(4). |
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| Authors: | Zhu Haitang Zhang Qiming Li Chunyue |
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| Affiliation: | Zhengzhou University of Technology |
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| Abstract: | Based on the experimental study,the mechanical pattern and calculating formula of flexural capacity and detailing requirements of the connections between the prestressed concrete pipe pile and pile caps are proposed. |
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| Keywords: | pipe pile pile cap flexural capacity detailing requirements |
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