| 预应力管桩设计中的若干问题讨论 |
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| 引用本文： | 许巍,梁书亭,戴国亮.预应力管桩设计中的若干问题讨论[J].工业建筑,2005,35(Z1):489-491. |
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| 作者姓名： | 许巍 梁书亭 戴国亮 |
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| 作者单位： | 东南大学,混凝土与预应力混凝土结构教育部重点实验室,南京,210096 |
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| 摘 要： | 基于预应力管桩的特点,探讨了预应力管桩的设计方法,研究了设计中计算公式及参数的选用,讨论了计算值与试桩值的吻合问题,并进行了工程实例分析。结果表明,预应力管桩具有设计简洁、施工快速、质量可靠等突出优势。
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| 关 键 词： | 预应力 管桩 单桩承载力 |
| 修稿时间： | 2004年5月29日 |
DISCUSSION OF SEVERAL PROBLEMS IN DESIGN OF PRESTRESSED CONCRETE TUBULAR PILE |
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| Xu Wei,Liang Shuting,Dai Guoliang.DISCUSSION OF SEVERAL PROBLEMS IN DESIGN OF PRESTRESSED CONCRETE TUBULAR PILE[J].Industrial Construction,2005,35(Z1):489-491. |
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| Authors: | Xu Wei Liang Shuting Dai Guoliang |
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| Abstract: | Based on the characters of Prestressed Concrete Tubular Pile(PCTP),the design methods of PCTP are explored,the selection of calculation formulas and parameters in design are researched,and the coincidence between calculation value and test value is analyzed.In addition,the practical engineering is discussed.The results show that PCTP has obvious advantages of terse design,quick construction and reliable quality. |
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| Keywords: | prestress tubular pile bearing capacity of single pile |
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