Session Details

シールドトンネル (1)

Thu. Sep 5, 2024 9:30 AM - 10:50 AM JST
Thu. Sep 5, 2024 12:30 AM - 1:50 AM UTC
B104(川内北キャンパス講義棟B棟)
Chair: Akio Miki

[VI-269]Design and Construction Report of Countermeasures for Passage of Large Section Shield Machine in Small Soil Cover Section (Part 1)

*Kenji Matsumoto1, Taro Teramoto1, Tadashi Hara1, Toshihiro Maeda1, Shohei Yamazaki2, Soma Domura2 (1. Shimizu Corporation, 2. East Nippon Expressway Company Limited)

[VI-270]Design and Construction Report of Countermeasures for Passege of Larege Section Shield Machine in Small Soil Cover Section (Part2)

*taro teramoto1, Tadashi Hara1, Toshihiro Maeda1, Shyohei Yamazaki2, Soma Domura2 (1. Shimizu Corporation, 2. East Nippon Expressway Company Limited)

[VI-271]Strenuous efforts on deep underground shield tunnel construction for the Chuo Shinkansen

*Naoyuki Yoshioka1, Shinji Yakita1 (1. Central Japan Railway Company)

[VI-272]Unique technologies adopted for Chuo Shinkansen shield tunnel construction

*Takahiro Nishide1, Naoyuki Yoshioka1, Takashi Tamura1, Shinji Yakita1 (1. Central Japan Railway Company)

[VI-273]Design and Construction of pressure-resistant cylinder (Part1) Design overview

*Go Takahashi1, Shouta Abe1, Yusaku Sano1, Masaru Kawagoe1, Toru Yamagami1, Ken Ashizawa1, Naoyuki Yoshioka2, Takashi Tamura2, Takahiro Nishide2 (1. Co.Ltd. Kumagaigumi, 2. Central Japan Railway Company)

[VI-274]Design and construction of pressure-resistant cylinder (Part 2) Assembly overview

*Shota Abe1, Yusaku Sano1, Gou Takahashi1, Masaru Kawagoe1, Toru Yamagami1, Ken Ashizawa1, Naoyuki Yoshioka2, Takashi Tamura2, Takahiro Nishide2 (1. Kumagaigumi.Co, 2. Central Japan Railway Company)

[VI-275]Design and construction of pressure-resistant cylinder (Part 3) departure Overview

*Yusaku Sano1, Shouta abe1, Go Takahashi1, Masaru Kawagoe1, Toru Yamagami1, Ken Asizawa1, Naoyuki Yoshioka2, Yasuhiro Hujita2, Takashi Tamura2, Yuki Hirai2 (1. Company Limited Kumagaigumi, 2. Central Japan Railway Company)

[VI-276]Water resistance test of waterproof structure between steel segments using harmonica construction method

*Shigeo Nishio1, Kazuo Takamizawa1, Tutomu Taniguchi1 (1. Taisei Corporation)