日本建築学会技術報告集
Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463
材料施工
外壁複合改修構工法における既存躯体貫通ひび割れ部のアンカーピンによる部分補修の効果
堀田 和宏大久保 孝昭毛利 聡李 亮横田 裕司
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ジャーナル フリー

2015 年 21 巻 49 号 p. 907-912

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抄録
This technique worked on development of technology to prevent the cracking occurs also in refurbishment layer of cracking the top by aging, in the case of adopting the pin net method on the outer wall that occurred through cracks. By typing an anchor pin in through cracks part, it was tried to reduce the cracking of the repair layer because of controlling the crack behavior of concrete. Experiment was performed from strength and energy absorption of the specification by the bending test of a small specimen. As a result, to type the T-forked anchor pin into the through cracks section revealed that can be expected to improve the adhesive strength at the crack and the flexibility to warping of the wall.
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© 2015 日本建築学会
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