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A platform for research: civil engineering, architecture and urbanism
EARTH RETENTION WALL AND CONSTRUCTION METHOD THEREOF
To provide an earth retention wall and a construction method thereof capable of preventing back sediment from flowing out with a simple and economical structure in both banks of a water canal.SOLUTION: Earth retention walls continuously constructed on both banks of a canal as wall bodies are provided with: U-shaped frames configured to connect two side surface steel members arranged along a height direction of the canal on each of both banks opposite to each other placing the canal therebetween and bottom steel members arranged on a bottom part of the canal; and a plurality of concrete sheet piles inserted as guides between U-shaped frames adjacent to each other for a plurality of the U-shaped frames arranged with specific intervals in a longitudinal direction of the canal using the side surface steel members as guides, wherein the concrete sheet piles is inserted lower than the bottom steel members in a height direction.SELECTED DRAWING: Figure 1
【課題】水路の両護岸において、簡易且つ安価な構造で背面土砂の流出を防止することが可能な土留壁及びその構築方法を提供する。【解決手段】水路の両護岸に壁体として連続的に構築される土留壁であって、前記水路を挟んで対向する両護岸のそれぞれに、当該護岸の高さ方向に沿って設置される２本の側面鋼材と、前記水路の底部に設置される底鋼材と、を接合して構成されるＵ字型フレームと、前記水路の長さ方向に所定の間隔で複数設置された前記Ｕ字型フレームにおいて、互いに隣接するＵ字型フレーム間に前記側面鋼材をガイドとして挿入される複数のコンクリート矢板部材と、を備え、前記コンクリート矢板部材は、高さ方向において前記底鋼材よりも下方まで地盤に埋設される。【選択図】図１
EARTH RETENTION WALL AND CONSTRUCTION METHOD THEREOF
To provide an earth retention wall and a construction method thereof capable of preventing back sediment from flowing out with a simple and economical structure in both banks of a water canal.SOLUTION: Earth retention walls continuously constructed on both banks of a canal as wall bodies are provided with: U-shaped frames configured to connect two side surface steel members arranged along a height direction of the canal on each of both banks opposite to each other placing the canal therebetween and bottom steel members arranged on a bottom part of the canal; and a plurality of concrete sheet piles inserted as guides between U-shaped frames adjacent to each other for a plurality of the U-shaped frames arranged with specific intervals in a longitudinal direction of the canal using the side surface steel members as guides, wherein the concrete sheet piles is inserted lower than the bottom steel members in a height direction.SELECTED DRAWING: Figure 1
【課題】水路の両護岸において、簡易且つ安価な構造で背面土砂の流出を防止することが可能な土留壁及びその構築方法を提供する。【解決手段】水路の両護岸に壁体として連続的に構築される土留壁であって、前記水路を挟んで対向する両護岸のそれぞれに、当該護岸の高さ方向に沿って設置される２本の側面鋼材と、前記水路の底部に設置される底鋼材と、を接合して構成されるＵ字型フレームと、前記水路の長さ方向に所定の間隔で複数設置された前記Ｕ字型フレームにおいて、互いに隣接するＵ字型フレーム間に前記側面鋼材をガイドとして挿入される複数のコンクリート矢板部材と、を備え、前記コンクリート矢板部材は、高さ方向において前記底鋼材よりも下方まで地盤に埋設される。【選択図】図１
EARTH RETENTION WALL AND CONSTRUCTION METHOD THEREOF
土留壁及びその構築方法
IKEDA MAKOTO (author) / KIMURA TETSUO (author) / DAHARA TAKEHIRO (author) / ONO TOMOAKI (author)
2020-08-31
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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