第VI部門

ダム(3)

Fri. Sep 10, 2021 11:10 AM - 12:30 PM VI-8 (Room33)

Chair: Hiroshi Kuroki

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[VI-933] Reinforcemennt of Kawamata Dam Rock Foundation with Large-Capacity Anchors

〇Yukihiro Hashira¹, Hiroaki Uehara², Hiroshi Kitamura¹, Kei Miyamoto¹, Atsushi Tokunaga¹ (1.OBAYASHI CORPORATION, 2.the kanto district maintenance station kawamata dam management branch)

[VI-934] About construction results of temporary gantry accompanying Kawamata dam bedrock PS anchor construction

〇Ryo Murai¹, Hiroshi Kitamura¹, Yukihiro Hashira¹, Uehara Hiroaki² (1.Obayashi, 2.Ministry of Land, Infrastructure, Transport and Tourism, Kanto Regional Development Bureau)

[VI-935] About lifting of long anchors in rock PS anchor construction

〇Kiyoshi Sato¹, Hiroshi Kitamura¹, Yukihiro Hashira¹, Hiroaki Uehara² (1.OBAYASHI CORPORATION, 2.Kanto Regional Development Bureau Kawamata Dam Management Branch)

[VI-936] Confirmation of workability of PS anchor construction method for dams

〇Atsushi Tokunaga¹, Akira Yamamoto¹, Yusen Inagawa¹, Takayuki Kanbe², Toshinori Kimoto³, Katsuya Ishida⁴, Daisuke Kubozuka⁵, Shinji Nakaue⁶ (1.OBAYASHI CORPORATION, 2. KAJIMA CORPORATION , 3.SUMITOMO MITSUI CONSTRUCTION CO., LTD, 4.SANSHIN CORPORATION, 5.NITTOC Co., Ltd., 6.Sumitomo Electric Industries, Ltd.)

[VI-937] For Dam PS anchors, design testing at ten dongs, grout combination consideration and filling, test

〇Daisuke Kubozuka¹, Akira Yamamoto², Atsushi Tokunaga², Yuusen Inagawa², Takayuki Kanbe³, Toshinor Kimoto⁴, Katsuya Ishida⁵, Shinji Nakaue⁶ (1.NITTOC Co.,Ltd, 2.OBAYASHI Co.,Ltd, 3.KAJIMA Co.,Ltd, 4.MITSUISUMITOMO Co.,Ltd, 5.SANSHIN Co.,Ltd, 6.Sumitomo Electric Industries, Ltd.)

[VI-938] ^{Adoption of embankment Prestressed anchor method for dam seismic retrofitting}

〇takahiro morita¹, atsushi tokunaga¹, chikashi ohta¹ (1.OBAYASHI CORPORATION)

[VI-939] Strain test measurement inside the body of dam using optical fiber cable sensing.

〇Yusen Inagawa¹, Tokunaga Atsushi¹, Kawasaki Hideaki², Fukumoto Hideo³ (1.Obayashi Corporation, 2.Japan Dam Engineering Center, 3.Matsue-shi water supply bureau)

Session information

ダム(3)

[VI-933] Reinforcemennt of Kawamata Dam Rock Foundation with Large-Capacity Anchors

[VI-934] About construction results of temporary gantry accompanying Kawamata dam bedrock PS anchor construction

[VI-935] About lifting of long anchors in rock PS anchor construction

[VI-936] Confirmation of workability of PS anchor construction method for dams

[VI-937] For Dam PS anchors, design testing at ten dongs, grout combination consideration and filling, test

[VI-938] ^{Adoption of embankment Prestressed anchor method for dam seismic retrofitting}

[VI-939] Strain test measurement inside the body of dam using optical fiber cable sensing.

Authentication

Session information

ダム(3)

[VI-933] Reinforcemennt of Kawamata Dam Rock Foundation with Large-Capacity Anchors

[VI-934] About construction results of temporary gantry accompanying Kawamata dam bedrock PS anchor construction

[VI-935] About lifting of long anchors in rock PS anchor construction

[VI-936] Confirmation of workability of PS anchor construction method for dams

[VI-937] For Dam PS anchors, design testing at ten dongs, grout combination consideration and filling, test

[VI-938] Adoption of embankment Prestressed anchor method for dam seismic retrofitting

[VI-939] Strain test measurement inside the body of dam using optical fiber cable sensing.

Authentication

[VI-938] ^{Adoption of embankment Prestressed anchor method for dam seismic retrofitting}