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浅谈预应力管桩基础
引用本文:郭秀丽. 浅谈预应力管桩基础[J]. 山西建筑, 2007, 33(6): 134-135
作者姓名:郭秀丽
作者单位:山西省建筑设计研究院惠州分院,广东惠州,516001
摘    要:探讨了预应力桩基设计中静载试验和桩径选择的重要性,并对桩偏差的控制与处理方法进行了阐述,最后对桩基达到其极限承载力而无法压至设计标高、压桩力低于设计承载力、管桩裂缝等情况的处理进行了分析,以保证建筑的安全。

关 键 词:预应力管桩  桩基  极限承载力  管桩裂缝
文章编号:1009-6825(2007)06-0134-02
修稿时间:2006-09-30

On the basis of preload stress pipe pile
GUO Xiu-li. On the basis of preload stress pipe pile[J]. Shanxi Architecture, 2007, 33(6): 134-135
Authors:GUO Xiu-li
Abstract:It discusses the importance of the selection of static test and pipe in the design of the basis of preload stress pile,and represents the methods of the control and management of pipe deviation,in the end it analyses the management of the pipe foundation gets to its limit bearing capacity but cannot be pressed to the design height mark,the press of pile lower than the designed bearing capacity and pile pipe crack,to assure the safety of structure.
Keywords:preload stress pipe pile  pipe foundation  limit bearing capacity  pile pipe crack  
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