A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
EMBANKMENT REINFORCEMENT STRUCTURE, AND EMBANKMENT REINFORCEMENT METHOD
To provide an embankment reinforcement structure and an embankment reinforcement method that can easily connect a partition wall to a steel sheet pile wall even when a misalignment occurs between the steel sheet pile wall and the partition wall.SOLUTION: An embankment reinforcement structure comprises: a first wall body installed into an embankment and extending in an extension direction of the embankment; a second wall body installed into the embankment parallel to the first wall body and extending in the extension direction of the embankment; and a partition wall installed in a transverse direction of the embankment between the first wall body and the second wall body. The partition wall and at least one of the first wall body and the second wall body are connected via a connecting member connecting an upper portion of the first wall body or the second wall body to an upper portion of the partition wall.SELECTED DRAWING: Figure 1
【課題】鋼矢板壁と隔壁との位置にずれが生じた場合でも、隔壁を容易に鋼矢板壁に接続できる盛土の補強構造および盛土の補強方法を提供すること。【解決手段】本発明に係る盛土の補強構造は、盛土に打設され、上記盛土の延長方向に延びる第１の壁体と、上記盛土に上記第１の壁体と平行に打設され、上記盛土の延長方向に延びる第２の壁体と、上記第１の壁体および上記第２の壁体との間で上記盛土の横断方向に打設される隔壁とを備え、上記隔壁と、上記第１の壁体および上記第２の壁体の少なくともいずれかとの間は、上記第１の壁体または上記第２の壁体の上部と上記隔壁の上部とを連結する連結部材を介して連結される。【選択図】図１
EMBANKMENT REINFORCEMENT STRUCTURE, AND EMBANKMENT REINFORCEMENT METHOD
To provide an embankment reinforcement structure and an embankment reinforcement method that can easily connect a partition wall to a steel sheet pile wall even when a misalignment occurs between the steel sheet pile wall and the partition wall.SOLUTION: An embankment reinforcement structure comprises: a first wall body installed into an embankment and extending in an extension direction of the embankment; a second wall body installed into the embankment parallel to the first wall body and extending in the extension direction of the embankment; and a partition wall installed in a transverse direction of the embankment between the first wall body and the second wall body. The partition wall and at least one of the first wall body and the second wall body are connected via a connecting member connecting an upper portion of the first wall body or the second wall body to an upper portion of the partition wall.SELECTED DRAWING: Figure 1
【課題】鋼矢板壁と隔壁との位置にずれが生じた場合でも、隔壁を容易に鋼矢板壁に接続できる盛土の補強構造および盛土の補強方法を提供すること。【解決手段】本発明に係る盛土の補強構造は、盛土に打設され、上記盛土の延長方向に延びる第１の壁体と、上記盛土に上記第１の壁体と平行に打設され、上記盛土の延長方向に延びる第２の壁体と、上記第１の壁体および上記第２の壁体との間で上記盛土の横断方向に打設される隔壁とを備え、上記隔壁と、上記第１の壁体および上記第２の壁体の少なくともいずれかとの間は、上記第１の壁体または上記第２の壁体の上部と上記隔壁の上部とを連結する連結部材を介して連結される。【選択図】図１
EMBANKMENT REINFORCEMENT STRUCTURE, AND EMBANKMENT REINFORCEMENT METHOD
盛土の補強構造および盛土の補強方法
YAMAZAKI HIROYOSHI (author) / MYONAKA SHINJI (author) / MORIYASU SHUNSUKE (author) / MOCHIDA YUSUKE (author) / ARAKI YUSUKE (author) / KAMEYAMA AKIHISA (author) / ISHIHAMA YOSHIRO (author)
2024-09-05
Patent
Electronic Resource
Japanese
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