WEKO3
インデックスリンク
アイテム
ブロック構造の乾式新工法について
https://fukuyama-u.repo.nii.ac.jp/records/7714
https://fukuyama-u.repo.nii.ac.jp/records/771471cf1a9a-5dc3-4481-a9bf-d6a518b5df27
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
KJ00005781069.pdf (804.7 kB)
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| Item type | 紀要論文(ELS) / Departmental Bulletin Paper(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 1986-01-01 | |||||
| タイトル | ||||||
| タイトル | ブロック構造の乾式新工法について | |||||
| タイトル | ||||||
| タイトル | Experimental Study on the New Concrete Block Construction Introducing the Pre-stressing Subjected to the Strong Motion Earthquake | |||||
| 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) | |||||
| 記事種別(日) | ||||||
| 値 | 研究報告 | |||||
| 記事種別(英) | ||||||
| 言語 | en | |||||
| 値 | Technical Paper | |||||
| 著者名(日) |
中山, 昭夫
× 中山, 昭夫× 桑田, 裕次 |
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| 著者名よみ | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 41712 | |||||
| 姓名 | ナカヤマ, アキオ | |||||
| 著者名よみ | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 41713 | |||||
| 姓名 | クワダ, ヒロツグ | |||||
| 著者名(英) | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 41714 | |||||
| 姓名 | NAKAYAMA, Akio | |||||
| 言語 | en | |||||
| 著者名(英) | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 41715 | |||||
| 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 | The masonry construction has been used for about one hundred years since it was brought to Japan in the beginning of Meiji Era, and it suffered considerable damage at the Kanto Earthquake of September 1, 1923. The masonry construction, originally, was developed in the Europe Continent, where is few earthquake, therefore it is not earthquake resistent. It is said, however, that the reinforced concrete block construction is safe against the earthquake, and it is reported that it suffered few damage during the Miyagi-ken Oki severe earthquake in 1978. On the contrary, a lot of fences of concrete block construction severely suffered damages during the same earthquake. These structures were easily collapsed because of poor construction. The strength of concrete block construction mainly depends on the workmanship of plas terers, and it is not desirable. The authors, therefore, develope a new construction method introducing the pre-stressing, i.e. the dry construction without mortar. The basic concept is to introduce the pre-stressing into the reinforcing steel bar, and by that menas, the concrete block structures can resist the bending moment and the shear force caused by earthquake. The bending moment and the shear force can be resisted by concrete and reinforcing steel bar as single reinforced concrete beam, and the friction between each block caused by the tensile pre-stressing of reinforcing bar, respectively. In order to investigate the restoring force characteristics of the newly developed concrete block construction, we carried out experimental work shown in Fig.-4, and the test results are also shown in Fig.-5～32. As the result, the new construction method can improve the workmanship of concrete block construction, and it can resist the repeated horizontal load sufficiently. The restoring force characteristics of it is considerably improved by dry construction in comparison with the wet construction. | |||||
| 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 8, p. 89-100, 発行日 1986 |
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