[1]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):56-60.
　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(02):56-60.
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桩与桩帽连接节点受变特性的试验研究()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
18
期数:
1997年02期
页码:
56-60
栏目:
出版日期:
1997-07-29

文章信息/Info

Title:
Test research on the characteristics of piles and pile hats connecting nodes
作者:
张启明; 荆亚丽
郑州工业大学水环系,郑州市人防工程设计研究所
Author(s):
Zhang Qiming;  Jing Yali
Zhengzhou Institute of Technology’s Water Environment, Zhengzhou Civil Defense Engineering Design Research Institute
关键词:
管桩; 桩帽; 连接节点; 嵌固; 延性
Keywords:
Tube pile;  pile hat;  connecting node;  embedded;  delay
文献标志码:
A
摘要:
基于预应力混凝土管与桩帽连接节点的受弯试验，描述了连接节点试件的裂缝特征、破坏形态及其受力特点，对连接节点区的嵌固性能及延性性质进行了分析和探讨。
Abstract:
Based on the bending test of prestressed concrete pipes and pile cap connection nodes, the crack characteristics, destructive forms, and its forceful characteristics of the connection node test parts are described, and the embedded properties and delayed properties of the connected node area are analyzed and discussed.

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(02):52.
[2]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(02):27.
[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(02):37.

备注/Memo

备注/Memo:
作者
更新日期/Last Update: 1900-01-01