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REINFORCEMENT STRUCTURE OF EMBANKMENT AND REINFORCEMENT METHOD OF EMBANKMENT
To provide a reinforcement structure of an embankment and a reinforcement method of the embankment capable of securing structural stability of the embankment while suppressing material cost and construction cost even when there is a structural restriction such as a narrow width of an embankment body.SOLUTION: A reinforcement structure of an embankment in accordance with the present invention includes: a first wall body installed outside of the embankment of the embankment body and extending in an extending direction of the embankment; and a second wall body installed inside of the embankment of the embankment body and extending in the extending direction of the embankment, wherein at least one of the first wall body and the second wall body is inclined, and a space between the first wall body and the second wall body in a horizontal direction on a ground surface is wider than a space between an upper end of the first wall body and an upper end of the second wall body in the horizontal direction on a cross section orthogonal to the extending direction of the embankment.SELECTED DRAWING: Figure 1
【課題】堤体幅が狭い等の構造的な制約がある場合であっても、材料コストや施工コストを抑制しつつ堤防の構造的な安定性を確保することができる堤防の補強構造および堤防の補強方法を提供すること。【解決手段】本発明に係る堤防の補強構造は、堤体の堤外側に打設され、堤防の延長方向に延びる第1の壁体と、上記堤体の堤内側に打設され、上記堤防の延長方向に延びる第2の壁体と、を備え、上記第1の壁体または上記第2の壁体の少なくともいずれか一方が傾斜し、上記堤防の延長方向に直交する断面において、上記第1の壁体の上端と上記第2の壁体の上端との水平方向の間隔よりも、地表面における上記第1の壁体と上記第2の壁体との水平方向の間隔が広い。【選択図】図1
REINFORCEMENT STRUCTURE OF EMBANKMENT AND REINFORCEMENT METHOD OF EMBANKMENT
To provide a reinforcement structure of an embankment and a reinforcement method of the embankment capable of securing structural stability of the embankment while suppressing material cost and construction cost even when there is a structural restriction such as a narrow width of an embankment body.SOLUTION: A reinforcement structure of an embankment in accordance with the present invention includes: a first wall body installed outside of the embankment of the embankment body and extending in an extending direction of the embankment; and a second wall body installed inside of the embankment of the embankment body and extending in the extending direction of the embankment, wherein at least one of the first wall body and the second wall body is inclined, and a space between the first wall body and the second wall body in a horizontal direction on a ground surface is wider than a space between an upper end of the first wall body and an upper end of the second wall body in the horizontal direction on a cross section orthogonal to the extending direction of the embankment.SELECTED DRAWING: Figure 1
【課題】堤体幅が狭い等の構造的な制約がある場合であっても、材料コストや施工コストを抑制しつつ堤防の構造的な安定性を確保することができる堤防の補強構造および堤防の補強方法を提供すること。【解決手段】本発明に係る堤防の補強構造は、堤体の堤外側に打設され、堤防の延長方向に延びる第1の壁体と、上記堤体の堤内側に打設され、上記堤防の延長方向に延びる第2の壁体と、を備え、上記第1の壁体または上記第2の壁体の少なくともいずれか一方が傾斜し、上記堤防の延長方向に直交する断面において、上記第1の壁体の上端と上記第2の壁体の上端との水平方向の間隔よりも、地表面における上記第1の壁体と上記第2の壁体との水平方向の間隔が広い。【選択図】図1
REINFORCEMENT STRUCTURE OF EMBANKMENT AND REINFORCEMENT METHOD OF EMBANKMENT
堤防の補強構造および堤防の補強方法
YAMAZAKI HIROYOSHI (author) / MORIYASU SHUNSUKE (author) / MOCHIDA YUSUKE (author) / KAMEYAMA AKIHISA (author) / ISHIHAMA YOSHIRO (author)
2024-07-09
Patent
Electronic Resource
Japanese
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