WEKO3
インデックスリンク
アイテム
金属系あと施工アンカーの新工法とその強度について
https://fukuyama-u.repo.nii.ac.jp/records/7773
https://fukuyama-u.repo.nii.ac.jp/records/7773eb43841a-aa5a-4471-8dd2-b68713ed7cbb
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
KJ00005781152.pdf (328.4 kB)
|
|
| Item type | 紀要論文(ELS) / Departmental Bulletin Paper(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 1990-01-01 | |||||
| タイトル | ||||||
| タイトル | 金属系あと施工アンカーの新工法とその強度について | |||||
| タイトル | ||||||
| タイトル | Experimental Study on the Strength of New Expansion Bolts | |||||
| 言語 | en | |||||
| 言語 | ||||||
| 言語 | jpn | |||||
| 資源タイプ | ||||||
| 資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||
| 資源タイプ | departmental bulletin paper | |||||
| ページ属性 | ||||||
| 内容記述タイプ | Other | |||||
| 内容記述 | P(論文) | |||||
| 著者名(日) |
中山, 昭夫
× 中山, 昭夫× 桑田, 裕次 |
|||||
| 著者名よみ | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 41931 | |||||
| 姓名 | ナカヤマ, アキオ | |||||
| 著者名よみ | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 41932 | |||||
| 姓名 | クワダ, ヒロツグ | |||||
| 著者名(英) | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 41933 | |||||
| 姓名 | NAKAYAMA, Akio | |||||
| 言語 | en | |||||
| 著者名(英) | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 41934 | |||||
| 姓名 | KUWADA, Hirotsugu | |||||
| 言語 | en | |||||
| 著者所属(日) | ||||||
| 値 | 福山大学工学部建築学科 | |||||
| 著者所属(日) | ||||||
| 値 | 福山大学工学部建築学科 | |||||
| 抄録(英) | ||||||
| 内容記述タイプ | Other | |||||
| 内容記述 | Anchor bolts are usually embedded into concrete member to fix firmly the column base and building equipment, etc., and they should prevent the movement of each member. These anchor bolts are devided into two types. Namely, one is the usual anchor bolt embedded into concrete members before casting concrete. The other is one that is attached to members after casting concrete. The latter is also devided into two. One is so called "chemical anchor", which make use of an adhesive agent, and the other is an expansion bolt, which is attatched by the friction of wedging into concrete member. Expansion bolts are, however, not reliable, because they depend upon the skill of workman, i.e. workmanship. Expansion bolts easily tend to pull out, when the workmanship is not sufficient. In this paper, the authors examine the new method of expansion bolts, that is, drilling the hole like reverse wedge shape, and expecting the toothing effect by it. The experimental results are described in detail, especially pull-out testing of each expansion bolts and clarify the advantage of this new method. | |||||
| 雑誌書誌ID | ||||||
| 収録物識別子タイプ | NCID | |||||
| 収録物識別子 | AN00217655 | |||||
| 書誌情報 |
福山大学工学部紀要 巻 12, p. 95-100, 発行日 1990 |
|||||
