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水平つなぎ筋を有するRC造プレキャストコア壁の鉛直接合部における軸力の影響
https://fut.repo.nii.ac.jp/records/2400
https://fut.repo.nii.ac.jp/records/2400c4efbbd2-6915-4601-ab4b-7a4b54fe1b8e
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
013-020.pdf (5.9 MB)
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| Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2021-12-06 | |||||
| タイトル | ||||||
| タイトル | 水平つなぎ筋を有するRC造プレキャストコア壁の鉛直接合部における軸力の影響 | |||||
| タイトル | ||||||
| タイトル | Effect of Axial Load on Vertical Joint of Precast Reinforced Concrete Core Wall with Horizontal Tied Rebars | |||||
| 言語 | en | |||||
| 言語 | ||||||
| 言語 | jpn | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | Reinforced Concrete, Core Wall, Precast, Horizontal Tied Rebar, Cotter, Axial Load | |||||
| 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 | |||||
| 著者 |
仲地, 唯治
× 仲地, 唯治× Tadaharu, Nakachi |
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| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | Precast core walls in high-rise buildings are effective for construction because they can be built more quickly than cast-in-place core walls. In this study, lateral loading test results were analyzed on wall columns simulating the corner and the area near the corner of an L-shaped core wall with horizontal tied rebars. The specimen consisted of four square-section precast columns. The vertical joints between the precast columns were grouted with high-strength mortar. Each precast column had cotters at the vertical joint, and horizontal tied rebars were concentrated at the second and third floor levels, and the mid height level of the first story. Based on the results of lateral loading tests, the effect of axial load on vertical joint was clarified. | |||||
| 書誌情報 |
福井工業大学研究紀要 号 51, p. 13-20, 発行日 2021-09-30 |
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| 出版者 | ||||||
| 出版者 | 福井工業大学 | |||||
| 書誌レコードID | ||||||
| 識別子タイプ | NCID | |||||
| 関連識別子 | TF10144451 | |||||
| 著者版フラグ | ||||||
| 出版タイプ | VoR | |||||
| 出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||
