DESIGN OF TIE BARS FOR LARGE DRILLED PIER FOUNDATIONS

被引：0
|
作者：
DAVALATH, GSR [1 ]
ADLURI, SMR [1 ]
MADUGULA, MKS [1 ]
机构：
[1] UNIV WINDSOR,DEPT CIVIL & ENVIRONM ENGN,WINDSOR N9B 3P4,ONTARIO,CANADA
来源：
ACI STRUCTURAL JOURNAL | 1993年 / 90卷 / 03期
关键词：
CONCRETES; DRILLING; FOUNDATIONS; PIERS; REINFORCING MATERIALS; STRUCTURAL DESIGN; STRUCTURAL ENGINEERING; TIES (REINFORCEMENT);
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Construction crews for large drilled pier foundations have been reporting difficulties in fabricating and placing reinforcement cages in the drilled holes. The difficultly arises due to the flattening of the cage while it is kept in a horizontal position before placing in the desired location. To remedy this, the tie bars are to be designed to withstand the construction stresses. Equations for the design of tie bars of large drilled piers are presented, and recommendations for selecting tie bar spacing, tie bar size, and longitudinal bar size are discussed. For the benefit of practicing engineers, design curves and tables are provided.
引用
收藏
页码：231 / 241
页数：11
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