[VI-463] Flexural reinforcement effect of Concrete Beams Strengthened with UV-curable Glass Fiber Polyester Resin Sheet

〇Nobuhiro Mitsukawa¹, Takeshi Nagao², Hiroshi Higashiyama³, Osamu Takahashi², Toshiyuki Ishikawa⁴ (1.CTI Engineering Co., Ltd., 2.ANANDENKI Corporation, 3.Kindai University, 4.Kansai University)

[VI-464] Confirmation of reinforcing effect of steel girder in service by carbon fiber sheet with laminated separator

〇Yasuhiko Moriyama¹, Futoshi Matsushima², Yasumoto Aoki³ (1.ASANUMA CORPORATION, 2.KFC Corporation, 3.Hanshin Expressway Company)

[VI-465] Detailed investigation and repair design of re-degraded carbon fiber reinforced bridge

〇shingo kasai¹, hiroaki takamoto¹, ryosuke saho¹, yoshiyuki sugiura¹ (1.kisojibankonsarutantsu)

[VI-466] Examination of rational plastering method of ultra high strength fiber reinforced mortar

〇Manato Nakamura¹, Satoru Kobayashi¹, Naoki Sogabe¹, Takuya Iwamoto¹, Shinichi Yamanobe¹, Atushi Maeyama², Takashi Matumoto² (1.KAJIMA, 2.Kajima renovate)

[VI-467] Loading test of bridge prevention device using post-installed anchor with tapered nut and PC steel bar

〇Yasunari フジイ Fujii¹, Kaoru Kobayashi², Hayato Ito³, Kiyoshi Imai¹ (1.sanko-techno.co.ltd, 2.JR East Consultants Company, 3.Japan International Consultants for Transportation Co.Ltd)

[VI-468] Study for cost reduction of bridge prevention device in case of anchor method with tapered nut and PC steel bar

〇Yugo Watanabe¹, Yasunari Fujii¹, Kiyoshi Imai¹, Kaoru Kobayasi², Hayato Itou³, Tetsutarou Niimura¹ (1.Sanko-techno.co.Ltd, 2.JR East Consultants Company Co,Ltd, 3.Japan International Consultants for Transportation Co,Ltd)

[VI-469] Examination of the reinforcement effect of the existing soundproofing wall reinforcement method on the bridge where the resonance phenomenon occurred

〇yuuki ogiwara¹, keizi yuasa², takuya shinada² (1.EAST JAPAN RAILWAY COMPANY STRUCTURAL ENGINEERING CENTER, 2.EAST JAPAN RAILWAY COMPANY TAKASAKI CIVIL ENGINEERING TECHNOLOGY CENTER)

[VI-470] Causes and Remedies of Cracks in Parapet Wall belonging to Bridge Pier

〇Koji BABA¹, Koji Yuasa¹, Kazuki Sakaoka¹, Shuntaro Todoroki² (1.West Japan Railway Company, 2.Rialway Technical Research Institute)

[VI-471] The crack damage and the measures that occurred on the PC post-tension Tgirder undersurface

〇Hideyuki Koga¹, Athushi Abe¹, Takeshi Miyauchi¹, Ikuo Akira¹ (1.oriental consultants co.,LTD.)

[VI-472] Overview of repairing damage that occurred around the stopper

〇Gen Unagami¹, Akihiro Ebisawa¹, Mamoru Masubuchi², Hiroshi Haya² (1.Metropolitan Intercity Railway, 2.TOTETSU KOGYO)

Session information

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