第VI部門

リニューアル (13)

Thu. Sep 15, 2022 1:00 PM - 2:20 PM VI-6 (吉田南総合館北棟　共北３１)

Chair: Yoshikazu Miyata

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1:00 PM - 1:10 PM

[VI-382] Investigation of the causes that mortar for the protection exfoliated in the bridge pier reinforced by a consecutive fiber sheet winding method

*Hirokazu Miyata¹, Shinjiro Ikezoe¹, Genta Goto² (1. West Nippon Expressway , 2. Nippon Expressway Research Institute)

1:10 PM - 1:20 PM

[VI-383] Investigation, design and construction on restoration of damaged polymer cement mortar winding piers

*Tomoaki HIROSE¹, Kenjiro JOZUKA² (1. Oriental Consultants Co., LTD., 2. Kensetsu-chousa Consultant Co., LTD.)

1:20 PM - 1:30 PM

[VI-384] Construction of seismic retrofitting method using non-combustible precast panels

*Maya Sakamura¹, Nobuaki Tai¹, Atshushi Fukutake¹, Shougo Umeda¹, Ryouta Chaki¹, Ryouta Kasakura¹, Kiyotaka Hiroi² (1. TOKYU CONSTRUCTION CO., LTD., 2. Osaka Metro Co., Ltd.)

1:30 PM - 1:40 PM

[VI-385] Seismic Reinforcement Design for a Bridge of Odakyu Enoshima Line over Operating Line and Depot Line

Kenji Ito¹, Nobuhiko Ueno¹, Akira Koguchi², Sumio Tsutsumi³, *Ryota Kondo³ (1. Odakyu Electric Railway, 2. Odakyu Engineering, 3. Fukken Engineering)

1:40 PM - 1:50 PM

[VI-386] Development of CFRP structure to prevent the superstructure from settling

*Nanako Sunohara¹, Seiji Kubota¹, Tetsuo Masakado², Masayoshi Kubo² (1. Metropolitan Expressway Company Limited, 2. Japan Engineering Corporation)

1:50 PM - 2:00 PM

[VI-387] Further seismic retrofitting report for strengthening
disaster prevention and mitigation
-Seismic performance verification of Hollow cross section RC pier-

*Tsuyoshi Tomita¹, Ikuo Akira¹, Tetsuya Kumasaka¹, Masaya Sawai¹, Kouta Yashima¹, Toshiki Sasaki², Yoshinori Fuzinuma², Daiki Yamauchi² (1. Oriental Consultants Co, 2. East Nippon Expressway Company )

Session information

リニューアル (13)

[VI-382] Investigation of the causes that mortar for the protection exfoliated in the bridge pier reinforced by a consecutive fiber sheet winding method

[VI-383] Investigation, design and construction on restoration of damaged polymer cement mortar winding piers

[VI-384] Construction of seismic retrofitting method using non-combustible precast panels

[VI-385] Seismic Reinforcement Design for a Bridge of Odakyu Enoshima Line over Operating Line and Depot Line

[VI-386] Development of CFRP structure to prevent the superstructure from settling

[VI-387] Further seismic retrofitting report for strengthening
disaster prevention and mitigation
-Seismic performance verification of Hollow cross section RC pier-

Authentication

Session information

リニューアル (13)

[VI-382] Investigation of the causes that mortar for the protection exfoliated in the bridge pier reinforced by a consecutive fiber sheet winding method

[VI-383] Investigation, design and construction on restoration of damaged polymer cement mortar winding piers

[VI-384] Construction of seismic retrofitting method using non-combustible precast panels

[VI-385] Seismic Reinforcement Design for a Bridge of Odakyu Enoshima Line over Operating Line and Depot Line

[VI-386] Development of CFRP structure to prevent the superstructure from settling

[VI-387] Further seismic retrofitting report for strengtheningdisaster prevention and mitigation-Seismic performance verification of Hollow cross section RC pier-

Authentication

[VI-387] Further seismic retrofitting report for strengthening
disaster prevention and mitigation
-Seismic performance verification of Hollow cross section RC pier-