| 锚碇叉桩的受力分析 |
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| 引用本文： | 钱祖宾,单海春,徐莉萍.锚碇叉桩的受力分析[J].水运工程,2014(6):142-145. |
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| 作者姓名： | 钱祖宾 单海春 徐莉萍 |
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| 作者单位： | 江苏省水利勘测设计研究院有限公司， 江苏 扬州 225009;江苏省水利勘测设计研究院有限公司， 江苏 扬州 225009;江苏省水利勘测设计研究院有限公司， 江苏 扬州 225009 |
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| 摘 要： | 锚碇叉桩是拉锚板桩常用的锚碇结构。对非标准叉桩的结构受力进行分析,并对叉桩轴向力和桩顶切向力计算公式进行推导。通过实例分析比较桩顶间距对桩身内力的影响,以期为今后锚碇叉桩的设计提供参考。
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| 关 键 词： | 标准叉桩 非标准叉桩 轴向力 切向力 |
Stress analysis of anchored inclined piles |
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| QIAN Zu-bin,SHAN Hai-chun and XU Li-ping.Stress analysis of anchored inclined piles[J].Port & Waterway Engineering,2014(6):142-145. |
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| Authors: | QIAN Zu-bin SHAN Hai-chun and XU Li-ping |
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| Institution: | Jiangsu Water Investigation,Design and Research Institute,Yangzhou 225009,China;Jiangsu Water Investigation,Design and Research Institute,Yangzhou 225009,China;Jiangsu Water Investigation,Design and Research Institute,Yangzhou 225009,China |
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| Abstract: | Anchored inclined piles are normal structures for sheet piles anchoring.The anchored inclined pile can be divided into two types:standard type and nonstandard type.The standard inclined pile is that the intersection of the piles lies on the bar plain,while the other conditions belong to the nonstandard type.The preset article concentrates on the stress analysis of nonstandard anchored inclined piles and the formulas of the axial and shearing force are derived.Furthermore,the influence of the pile top distance is also analyzed,which may serve as reference for future design of anchored inclined piles. |
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