Structural performance of post-installed rebar anchor part 2: Anchor performance of post-installed rebar with small plate

被引：0
|
作者：
SUGIYAMA T. [1 ]
ONO H. [2 ]
ISOZUMI Y. [3 ]
WATANABE H. [1 ]
机构：
[1] Taisei advanced center of technology, Taisei Co.
[2] Nuclear Facilities Division, Taisei Co.
[3] Design Division, Taisei Co.
来源：
Journal of Structural and Construction Engineering | 2020年 / 85卷 / 778期
关键词：
Anchor; Bearing; Bond; Post-install system; Rebar; Tension;
D O I：
10.3130/AIJS.85.1587
中图分类号：
学科分类号：
摘要：
The purpose of this research is to propose a post-installed headed rebar anchor method with high reliability to using for the installation for new members in R/C building, and to evaluate the structural performance of the method. In this paper, we conducted an experiment with long embedment length. From the experiment, the effects of factors such as the concrete edge distance and the number of anchors for the bond behavior of rebar and the bearing behavior of the small headed plate were clarified, and the evaluation method of structural performance was discussed. © 2020 Architectural Institute of Japan. All rights reserved.
引用
收藏
页码：1587 / 1597
页数：10
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