[1]朱海堂,祝彦知.管桩──桩芯砼组合构件受弯承载力的近似计算[J].郑州大学学报(工学版),1996,17(04):75-79.
　Zhu Haitang,Zhu Yanzhi.Tube pile -approximate calculation of pile core concrete combination components[J].Journal of Zhengzhou University (Engineering Science),1996,17(04):75-79.
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管桩──桩芯砼组合构件受弯承载力的近似计算()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
17卷
期数:
1996年04期
页码:
75-79
栏目:
出版日期:
1996-04-28

文章信息/Info

Title:
Tube pile -approximate calculation of pile core concrete combination components
作者:
朱海堂; 祝彦知
郑州工业大学水环系，河南省建设总公司
Author(s):
Zhu Haitang;  Zhu Yanzhi
Zhengzhou University of Technology, Henan Province Construction Corporation
关键词:
组合构件; 受弯承载力
Keywords:
Combined component;  bending capacity
文献标志码:
A
摘要:
本文基于管桩──桩芯砼组合构件截面的应力分布假设，从理论上探讨并提出了预应力砼管桩──桩芯砼组合构件受弯承载力的近似计算公式，可供工程界设计时参考应用。
Abstract:
This article is based on the stress distribution assumptions of the pilot pile -pile core concrete combination component section, which theoretically discusses and proposes the approximate calculation formula of the pile core concrete combination component of the pile core concrete component, which can be used for reference applications when designing the engineering industry.

相似文献/References:

[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.
　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.

更新日期/Last Update: 1900-01-01