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A platform for research: civil engineering, architecture and urbanism
EMBANKMENT REINFORCING WALL, AND CONSTRUCTION METHOD OF EMBANKMENT REINFORCING WALL
To provide an embankment reinforcing wall that has a simple configuration but is tenacious and highly stable, and to provide a construction method of the embankment reinforcing wall.SOLUTION: An embankment reinforcing wall 1 comprises a plurality of wall face panels 10, an anchor material 20, and an embankment material 30. A compacted resistor 30' horizontally compacted is constructed in the embankment material 30 by a bearing pressure of a bearing plate 22 in a horizontal direction. A construction method of the embankment reinforcing wall comprises an erecting step S1, a filling step S2, a connecting step S3, an embedding step S4, and a tensioning step S5. By the tensioning step S5, the compaction resistor 30' horizontally compacted is constructed in the embankment material 30.SELECTED DRAWING: Figure 1
【課題】簡易な構成でありながら粘り強く安定性の高い盛土補強壁及び盛土補強壁の構築方法を提供すること。【解決手段】本発明の盛土補強壁１は、複数の壁面パネル１０と、アンカー材２０と、盛土材３０と、を備え、支圧プレート２２の水平方向の支圧によって、盛土材３０内に水平方向に圧密された圧密抵抗体３０’を構成したことを特徴とする。本発明の盛土補強壁の構築方法は、立設工程Ｓ１と、充填工程Ｓ２と、連結工程Ｓ３と、埋設工程Ｓ４と、緊張工程Ｓ５と、を備え、緊張工程Ｓ５によって、盛土材３０内に水平方向に圧密された圧密抵抗体３０’を構成することを特徴とする。【選択図】図１
EMBANKMENT REINFORCING WALL, AND CONSTRUCTION METHOD OF EMBANKMENT REINFORCING WALL
To provide an embankment reinforcing wall that has a simple configuration but is tenacious and highly stable, and to provide a construction method of the embankment reinforcing wall.SOLUTION: An embankment reinforcing wall 1 comprises a plurality of wall face panels 10, an anchor material 20, and an embankment material 30. A compacted resistor 30' horizontally compacted is constructed in the embankment material 30 by a bearing pressure of a bearing plate 22 in a horizontal direction. A construction method of the embankment reinforcing wall comprises an erecting step S1, a filling step S2, a connecting step S3, an embedding step S4, and a tensioning step S5. By the tensioning step S5, the compaction resistor 30' horizontally compacted is constructed in the embankment material 30.SELECTED DRAWING: Figure 1
【課題】簡易な構成でありながら粘り強く安定性の高い盛土補強壁及び盛土補強壁の構築方法を提供すること。【解決手段】本発明の盛土補強壁１は、複数の壁面パネル１０と、アンカー材２０と、盛土材３０と、を備え、支圧プレート２２の水平方向の支圧によって、盛土材３０内に水平方向に圧密された圧密抵抗体３０’を構成したことを特徴とする。本発明の盛土補強壁の構築方法は、立設工程Ｓ１と、充填工程Ｓ２と、連結工程Ｓ３と、埋設工程Ｓ４と、緊張工程Ｓ５と、を備え、緊張工程Ｓ５によって、盛土材３０内に水平方向に圧密された圧密抵抗体３０’を構成することを特徴とする。【選択図】図１
EMBANKMENT REINFORCING WALL, AND CONSTRUCTION METHOD OF EMBANKMENT REINFORCING WALL
盛土補強壁及び盛土補強壁の構築方法
AMEGAI HIROSHI (author)
2023-06-27
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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