日本建築学会技術報告集
Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463
タイル剥落防止工法の耐震実験
小川 晴果三谷 一房津田 和明甚野 学川口 徹江戸 宏彰
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ジャーナル フリー

2001 年 7 巻 14 号 p. 31-36

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Recently many new methods have been developed to prevent tilework fall-off. However, standard testing procedures have thus far not tried to determine the seismic resistance capacity of these methods. In this study, seismic tests were conducted using true-to-scale specimens of tile-covered walls in order to accurately determine the seismic resistance capacity of these methods. It has been concluded that, particularly, above a lst-story deformation angle of 1/250, a cyclic load leads to a loss of bonding strength. The seismic test also revealed differences in the performances of tiling methods, especially above a deformation ratio 1/250. The method utilizing a three-dimensional knitted fabric covers cracks in concrete walls remarkably well and resists cracking and delamination.
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© 2001 日本建築学会
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