| 简述PHC管桩的发展态势 |
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| 引用本文： | 刘瑾瑜,刘明虹.简述PHC管桩的发展态势[J].黄石理工学院学报,2005,21(1):24-26. |
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| 作者姓名： | 刘瑾瑜 刘明虹 |
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| 作者单位： | 黄石理工学院土木建筑工程学院,湖北,黄石,435003 |
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| 摘 要： | 通过对桩基常用施工方法的比较，阐述了预应力高强度混凝土管桩的优点和静压法沉桩施工工艺的先进性。特别对人们关注的可靠性和经济性等问题作了较全面的分析，认为在诸多型式的桩基中预应力高强度混凝土管桩将独占鳌头。
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| 关 键 词： | PHC管桩 承载力 施工方法 静压法 预应力 |
| 文章编号： | 1008-8245(2005)01-0024-03 |
| 修稿时间： | 2004年12月14 |
On the Developmental Tendency of PHC Concrete Pipe Pile |
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| Liu Jinyu,Liu Minghong.On the Developmental Tendency of PHC Concrete Pipe Pile[J].Journal of Huangshi Institute of Technology,2005,21(1):24-26. |
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| Authors: | Liu Jinyu Liu Minghong |
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| Abstract: | The authors discuss the advantages of the pre-stressed highly intensified concrete pipe piles and the advanced technology of the static pile foundation by comparing the common pile foundation methods. Meanwhile, the authors make a complete analysis of their reliability and economy, and thus come to a conclusion that of the various pile foundations, the pre-stressed highly intensified concrete pipe piles come out first. |
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| Keywords: | PHC Concrete pipe pile Endurance Credible quality Economic effectiveness |
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