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REVETMENT STRUCTURE, AND REVETMENT CONSTRUCTION METHOD
To provide a revetment structure capable of suppressing horizontal movement of a revetment structure and securing stable water shielding property, and to provide a revetment construction method.SOLUTION: A revetment structure comprises: a water shielding base on a sea bottom on whose upper face a groove portion including a bottom portion along a horizontal plane and a side wall perpendicular to the flat plane is formed; a revetment structure disposed on the bottom portion of the groove portion in a state of having a gap between itself and the side wall of the groove portion; a water shielding layer disposed so as to fill the gap between the revetment structure and the side wall of the groove portion; and a load transmission layer which is disposed so as to fill the gap between the revetment structure and the side wall of the groove portion, which includes a load transmission material capable of transmitting a horizontal force from the revetment structure to the side wall as a shear force, and whose thickness in a vertical direction is set so as not to buckle in the vertical direction when transmitting horizontal force to the side wall.SELECTED DRAWING: Figure 1
【課題】護岸構造物の水平移動を抑制し、安定した遮水性を確保することが可能な護岸構造及び護岸構築方法を提供する。【解決手段】護岸構造は、水平面に沿った底部と水平面に垂直な側壁とを有する溝部が上面に形成される海底の遮水基盤と、溝部の底部に当該溝部の側壁との間に間隔を空けた状態で配置される護岸構造物と、護岸構造物と溝部の側壁との間隔を埋めるように配置される遮水層と、護岸構造物と溝部の側壁との間隔を埋めるように配置され、護岸構造物からの水平力を側壁に対してせん断力として伝達可能な荷重伝達材を有し、水平力を側壁に伝達する場合に垂直方向に座屈しないように垂直方向の厚さが設定された荷重伝達層とを備える。【選択図】図1
REVETMENT STRUCTURE, AND REVETMENT CONSTRUCTION METHOD
To provide a revetment structure capable of suppressing horizontal movement of a revetment structure and securing stable water shielding property, and to provide a revetment construction method.SOLUTION: A revetment structure comprises: a water shielding base on a sea bottom on whose upper face a groove portion including a bottom portion along a horizontal plane and a side wall perpendicular to the flat plane is formed; a revetment structure disposed on the bottom portion of the groove portion in a state of having a gap between itself and the side wall of the groove portion; a water shielding layer disposed so as to fill the gap between the revetment structure and the side wall of the groove portion; and a load transmission layer which is disposed so as to fill the gap between the revetment structure and the side wall of the groove portion, which includes a load transmission material capable of transmitting a horizontal force from the revetment structure to the side wall as a shear force, and whose thickness in a vertical direction is set so as not to buckle in the vertical direction when transmitting horizontal force to the side wall.SELECTED DRAWING: Figure 1
【課題】護岸構造物の水平移動を抑制し、安定した遮水性を確保することが可能な護岸構造及び護岸構築方法を提供する。【解決手段】護岸構造は、水平面に沿った底部と水平面に垂直な側壁とを有する溝部が上面に形成される海底の遮水基盤と、溝部の底部に当該溝部の側壁との間に間隔を空けた状態で配置される護岸構造物と、護岸構造物と溝部の側壁との間隔を埋めるように配置される遮水層と、護岸構造物と溝部の側壁との間隔を埋めるように配置され、護岸構造物からの水平力を側壁に対してせん断力として伝達可能な荷重伝達材を有し、水平力を側壁に伝達する場合に垂直方向に座屈しないように垂直方向の厚さが設定された荷重伝達層とを備える。【選択図】図1
REVETMENT STRUCTURE, AND REVETMENT CONSTRUCTION METHOD
護岸構造及び護岸構築方法
KIHARA KAZUYOSHI (author) / WAGI TAKATSU (author) / NISHI KAZUHIRO (author)
2020-09-10
Patent
Electronic Resource
Japanese
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