A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
EMBANKMENT REINFORCEMENT WALL AND CONSTRUCTION METHOD FOR EMBANKMENT REINFORCEMENT WALL
To provide an embankment reinforcement wall that is tenacious and offers good stability even with a simple structure, and a construction method for the embankment reinforcement wall.SOLUTION: An embankment reinforcement wall 1 of the present invention is provided with a plurality of wall surface bodies 10 or mesh panels 50 consecutively installed upward on a front surface of a slope; anchor members 20 attached in rear surface sides of the wall surface bodies 10 or the mesh panels 50; and embankment material 30 filled between the plurality of wall surface bodies 10 and the slope. Horizontal bearing pressure of a bearing pressure plate 22 forms a compacted resistance body 30' compacted in the horizontal direction within the embankment material 30. A construction method for the embankment reinforcement wall of the present invention comprises: an embankment process S1; an upright installation process S2; a connection process S3; a burying process S4; a tension process S5; and an assembly process S6. The tension process S5 results in the formation of the compacted resistance body 30' compacted in the horizontal direction within the embankment body 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、斜面前面に連続して立設した複数の壁面体１０又はメッシュパネル５０と、壁面体１０又はメッシュパネル５０の背面側に付設したアンカー材２０と、複数の壁面体１０と斜面の間に充填した盛土材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、盛土工程Ｓ１と、立設工程Ｓ２と、連結工程Ｓ３と、埋設工程Ｓ４と、緊張工程Ｓ５と、組立工程Ｓ６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 REINFORCEMENT WALL AND CONSTRUCTION METHOD FOR EMBANKMENT REINFORCEMENT WALL
To provide an embankment reinforcement wall that is tenacious and offers good stability even with a simple structure, and a construction method for the embankment reinforcement wall.SOLUTION: An embankment reinforcement wall 1 of the present invention is provided with a plurality of wall surface bodies 10 or mesh panels 50 consecutively installed upward on a front surface of a slope; anchor members 20 attached in rear surface sides of the wall surface bodies 10 or the mesh panels 50; and embankment material 30 filled between the plurality of wall surface bodies 10 and the slope. Horizontal bearing pressure of a bearing pressure plate 22 forms a compacted resistance body 30' compacted in the horizontal direction within the embankment material 30. A construction method for the embankment reinforcement wall of the present invention comprises: an embankment process S1; an upright installation process S2; a connection process S3; a burying process S4; a tension process S5; and an assembly process S6. The tension process S5 results in the formation of the compacted resistance body 30' compacted in the horizontal direction within the embankment body 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、斜面前面に連続して立設した複数の壁面体１０又はメッシュパネル５０と、壁面体１０又はメッシュパネル５０の背面側に付設したアンカー材２０と、複数の壁面体１０と斜面の間に充填した盛土材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、盛土工程Ｓ１と、立設工程Ｓ２と、連結工程Ｓ３と、埋設工程Ｓ４と、緊張工程Ｓ５と、組立工程Ｓ６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 REINFORCEMENT WALL AND CONSTRUCTION METHOD FOR EMBANKMENT REINFORCEMENT WALL
盛土補強壁及び盛土補強壁の構築方法
AMEGAI HIROSHI (author)
2023-09-14
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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