Japan Society of Civil Engineers 2024 Annual Meeting
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Session Details

第I部門

橋梁床版

Thu. Sep 5, 2024 9:00 AM - 10:20 AM JST
Thu. Sep 5, 2024 12:00 AM - 1:20 AM UTC
A104(川内北キャンパス講義棟Ａ棟)
Chair: Takashi Kosaka
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9:00 AM - 9:10 AM JST(12:00 AM - 12:10 AM UTC)

[I-110]Current status report 20 years after floor slab replacement and regarding erected precast RC floor slabs

*Yu Koyama1 (1. East Nippon Expressway Company Limited)
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9:10 AM - 9:20 AM JST(12:10 AM - 12:20 AM UTC)

[I-111]Construction results of tension work and PC grout work that contributed to shortening the process of UHPFRC deck slabs replacement work

*Masaru Fujishiro1, Kimio Saito1, Hajime Aoi2, Kenta Morioka2, Tomoaki Hasegawa2 (1. KAJIMA CORPORATION, 2. Hanshin Expressway Company Limited)
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9:20 AM - 9:30 AM JST(12:20 AM - 12:30 AM UTC)

[I-112]Study on the structure of longitudinal joints of UFC deck slabs considering workability

*Toshimichi Ichinomiya1, Yusuke Nagai1, Sota Sasawaki2, Kanta Morioka2, Tomoaki Hasegawa2 (1. Kajima Corporation, 2. Hanshin Expressway Company Limited)
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9:30 AM - 9:40 AM JST(12:30 AM - 12:40 AM UTC)

[I-113]Study on joining method of precast deck slab using resin bearing plate

*Hiroo Kudo1, Tadahiro Sato1, Toshimichi Ichinomiya1, Syuuji Yanai1, Yuusuke Nagai1 (1. KAJIMA CORPORATION)
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9:40 AM - 9:50 AM JST(12:40 AM - 12:50 AM UTC)

[I-114]Countermeasures against Unevenness and Weight Reduction of Temporary Plate-Type Joint Structure for Width-Dividing Construction of Slab Replacement Work

*Takahiro Arai1, Yusuke Nagai1, Toshimichi Ichinomiya1, Takayuki Sogawa1, Hiroyuki Yamanaka1 (1. KAJIMA CORPORATION)
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9:50 AM - 10:00 AM JST(12:50 AM - 1:00 AM UTC)

[I-115]Design report of the deck replacement work using the divided method into three in the width direction ~ Kyushu Expressway Homangawa Bridge ~

*Shohei Kajiwara1, Junji Ono2, Kazuki Matsubara2, Tomohiro Hayakawa1, Daisuke Horio1 (1. OBAYASHI CORPORATION, 2. West Nippon Expressway Company Limited)
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10:00 AM - 10:10 AM JST(1:00 AM - 1:10 AM UTC)

[I-116]Stress relief measures for steel girders using temporary deck slabs during replacement deck slab on composite girder bridges

*Yusuke Umeda1, Takafumi Nakada1, Kazunori Tamada1 (1. Obayashi Corporation)
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