| 種別 | 論文 |
| 主題 | SHEAR BEHAVIOR OF RC BEAMS USING U-SHAPED UFC PERMANENT FORMWORK WITH SHEAR KEYS OR BOLTS |
| 副題 | |
| 筆頭著者 | Puvanai WIROJJANAPIROM（Tokyo Institute of Technology） |
| 連名者1 | 松本浩嗣（東京工業大学） |
| 連名者2 | 河野克哉（太平洋セメント） |
| 連名者3 | 二羽淳一郎（東京工業大学） |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | 埋設型枠、せん断キー、貫通型ボルト、UFC、せん断メカニズム、Permanent formwork、Shear keys、Screwed bolts、UFC、Shear mechanism |
| 巻 | 33 |
| 号 | 2 |
| 先頭ページ | 1537 |
| 末尾ページ | 1542 |
| 年度 | 2011 |
| 要旨 | Shear behavior of reinforced concrete beams using UFC as an U-shaped permanent formwork has been studied. Experimental parameters in this study are effect of shear keys and bolts. The experimental results indicated that UFC permanent formwork enhanced shear capacity of RC beams. Moreover, shear capacity of beam with providing screw and bolts was larger than that with providing shear keys. In addition, the shear resistance mechanisms were discussed. Furthermore, reduction of weight was compared with normal RC beams. |
| PDFファイル名 | 033-01-2257.pdf |