[1]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),1998,19(04):52-55.
　Zhu Haitang,Zhang Qiming,Li Chunyue.Calculation capacity of piles and pile hats connecting nodes is bent[J].Journal of Zhengzhou University (Engineering Science),1998,19(04):52-55.
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桩与桩帽连接节点受弯承载力计算()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
19
期数:
1998年04期
页码:
52-55
栏目:
出版日期:
1998-12-31

文章信息/Info

Title:
Calculation capacity of piles and pile hats connecting nodes is bent
作者:
朱海堂; 张启明; 李春跃
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
Author(s):
Zhu Haitang;  Zhang Qiming;  Li Chunyue
School of Water Conservancy and Environmental Engineering, Zhengzhou University of Technology, School of Civil Construction Engineering, Zhengzhou University of Technology
关键词:
管桩; 桩帽; 受弯承载力; 构造
Keywords:
Pipe pile;  pile cap;  bending bending capacity;  structure
文献标志码:
A
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。
Abstract:
Combined with the test analysis, a mechanical mode, calculation method and node area structure requirements for prestressed concrete pile piles and pile caps were proposed.

相似文献/References:

[1]朱海堂.桩与桩帽连接节点偏压性能试验研究[J].郑州大学学报(工学版),1997,18(04):27.
　Zhu Haitang.Research on Poor Pressure Performance Performance Performance Performance of Pile and Pile Hat[J].Journal of Zhengzhou University (Engineering Science),1997,18(04):27.
[2]张启明,荆亚丽.桩与桩帽连接节点受变特性的试验研究[J].郑州大学学报(工学版),1997,18(02):56.
　Zhang Qiming,Jing Yali.Test research on the characteristics of piles and pile hats connecting nodes[J].Journal of Zhengzhou University (Engineering Science),1997,18(04):56.
[3]王恒栋,丁自强,赵广田.预应力砼管桩与桩帽连接节点轴拔性能试验研究[J].郑州大学学报(工学版),1996,17(02):37.
　Wang Hengdong,Ding Ziqiang,Zhao Guangtian.Research on the performance test of prestressed concrete pipe piles and pile caps[J].Journal of Zhengzhou University (Engineering Science),1996,17(04):37.

更新日期/Last Update: 1900-01-01