Moisture Behavior in Concrete Repaired by Patching Observed with Neutron Imaging

被引:1
|
作者
Suzuki H. [1 ]
Uehara M. [1 ]
Mizuta M. [2 ]
Otake Y. [2 ]
机构
[1] Concrete Materials Laboratory, Materials Technology Division
关键词
concrete; corrosion of reinforcing bar (rebar corrosion); cross-section repair; interface; moisture penetration;
D O I
10.2219/RTRIQR.63.3_206
中图分类号
学科分类号
摘要
The cross sectional repair of concrete structures is carried out for the purpose of restoring or improving durability. However, some re-deterioration, such as corrosion of reinforcing bars, floating of repair materials, or peeling, has been observed. Such re-deterioration is considered to be due to deterioration factors such as water that has permeated the repair area. In this paper, we report the result of non-destructive visualization of the moisture behavior of the repair area using a neutron beam tester. © 2022 Ken-yusha Inc.. All rights reserved.
引用
收藏
页码:206 / 211
页数:5
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