第VI部門

橋梁(1)

Fri. Sep 10, 2021 9:30 AM - 10:50 AM VI-11 (Room36)

Chair: Ryuichi Kakinouchi

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[VI-576] Erection method of precast segment by erection girder

〇Nao Koshiyama¹, Yuuhei Kawasaki¹, Yuu Hayashizaki¹, Kei Hashimoto², Kentarou Suzuki² (1.KAJIMA CORPORATION, 2.West Nippon Expressway Company )

[VI-577] Construction of the PC through bridge over the railway

〇Wataru Takatsugu¹, Masataka Kameda¹, Toru Kumagai¹ (1.TAISEI.Corp)

[VI-578] Overhang construction with flood control measures
-Maizuru Wakasa Expressway Yuragawa Bridge construction-

〇Tomoki Okagawa¹, Takashi Yamaguchi¹, Akinobu Shimoda² (1.TAISEI CORPORATION, 2.West Nippon Expressway Company )

[VI-579] Experimental Study on the Structural Performance of Moving Work Equipment Pedestal for Overhang Construction of Concrete Arch Bridges

〇Keisuke Kawamura¹, Kohei Kawabata¹, Akihito Hata¹, Naoya Manchu², Koichi Kaneko², Takuya Harada³ (1.Taisei Corporation, 2.Kajima-Taisei Joint Venture, 3.Central Nippon Expressway Company)

[VI-580] Design of Futami Bridge (PC Balanced Arch Bridge) of Matsuyama Expressway - Part 1

〇Takahiro Kawahara¹, Masashi Hada¹, Katsuhiko Sato², Akihiko Eto³ (1.Kajima Corporation, 2.West Nippon Expressway Company Limited, 3.Fuji P.S Corporation)

[VI-581] Design of Futami Bridge (PC Balanced Arch Bridge) of Matsuyama Expressway - Part 2
- Structural integrity check of an abutment rigidly connected with the end of girder -

〇Shuhei Sano¹, Shuma Matsubayashi¹, Masashi Hada¹, Taiki Ono² (1.Kajima Corporation, 2.West Nippon Expressway Company )

Session information

橋梁(1)

[VI-576] Erection method of precast segment by erection girder

[VI-577] Construction of the PC through bridge over the railway

[VI-578] Overhang construction with flood control measures
-Maizuru Wakasa Expressway Yuragawa Bridge construction-

[VI-579] Experimental Study on the Structural Performance of Moving Work Equipment Pedestal for Overhang Construction of Concrete Arch Bridges

[VI-580] Design of Futami Bridge (PC Balanced Arch Bridge) of Matsuyama Expressway - Part 1

[VI-581] Design of Futami Bridge (PC Balanced Arch Bridge) of Matsuyama Expressway - Part 2
- Structural integrity check of an abutment rigidly connected with the end of girder -

Authentication

Session information

橋梁(1)

[VI-576] Erection method of precast segment by erection girder

[VI-577] Construction of the PC through bridge over the railway

[VI-578] Overhang construction with flood control measures-Maizuru Wakasa Expressway Yuragawa Bridge construction-

[VI-579] Experimental Study on the Structural Performance of Moving Work Equipment Pedestal for Overhang Construction of Concrete Arch Bridges

[VI-580] Design of Futami Bridge (PC Balanced Arch Bridge) of Matsuyama Expressway - Part 1

[VI-581] Design of Futami Bridge (PC Balanced Arch Bridge) of Matsuyama Expressway - Part 2- Structural integrity check of an abutment rigidly connected with the end of girder -

Authentication

[VI-578] Overhang construction with flood control measures
-Maizuru Wakasa Expressway Yuragawa Bridge construction-

[VI-581] Design of Futami Bridge (PC Balanced Arch Bridge) of Matsuyama Expressway - Part 2
- Structural integrity check of an abutment rigidly connected with the end of girder -