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QUAY WALL STRUCTURE
To provide a quay wall structure that can improve seismic performance with the existing quay wall as a target of reinforcement, and that can cope with deep water.SOLUTION: A quay wall structure 1 to which the present invention is applied is provided to reinforce a quay wall, and comprises a steel structure 2 provided on the sea side A of an existing quay wall 7 and having rigidity higher than that of the existing quay wall 7, a reinforcing wall body 3 which is a steel sheet pile wall provided on the land side B relative to the existing quay wall 7 and extending in a cross direction Y intersecting the existing quay wall 7, and a connecting member 4 for connecting a head 2a of the steel structure 2 and a head 3a of the reinforcing wall 3, and the steel structure 2 is a steel sheet pile wall extending in the wall width direction X of the existing quay wall 7.SELECTED DRAWING: Figure 2
【課題】既設岸壁を補強の対象として、耐震性能を向上させることが可能となり、大水深化に対応させることが可能となる岸壁構造を提供する。【解決手段】本発明を適用した岸壁構造1は、岸壁を補強するために設けられるものであって、既設岸壁7の海側Aに設けられるとともに既設岸壁7よりも高い剛性を有する鋼構造物2と、既設岸壁7よりも陸側Bに設けられるとともに既設岸壁7に交差する交差方向Yに延びる鋼矢板壁である補強壁体3と、鋼構造物2の頭部2aと補強壁体3の頭部3aとを連結する連結部材4とを備え、鋼構造物2は、既設岸壁7の壁幅方向Xに延びる鋼矢板壁であることを特徴とする。【選択図】図2
QUAY WALL STRUCTURE
To provide a quay wall structure that can improve seismic performance with the existing quay wall as a target of reinforcement, and that can cope with deep water.SOLUTION: A quay wall structure 1 to which the present invention is applied is provided to reinforce a quay wall, and comprises a steel structure 2 provided on the sea side A of an existing quay wall 7 and having rigidity higher than that of the existing quay wall 7, a reinforcing wall body 3 which is a steel sheet pile wall provided on the land side B relative to the existing quay wall 7 and extending in a cross direction Y intersecting the existing quay wall 7, and a connecting member 4 for connecting a head 2a of the steel structure 2 and a head 3a of the reinforcing wall 3, and the steel structure 2 is a steel sheet pile wall extending in the wall width direction X of the existing quay wall 7.SELECTED DRAWING: Figure 2
【課題】既設岸壁を補強の対象として、耐震性能を向上させることが可能となり、大水深化に対応させることが可能となる岸壁構造を提供する。【解決手段】本発明を適用した岸壁構造1は、岸壁を補強するために設けられるものであって、既設岸壁7の海側Aに設けられるとともに既設岸壁7よりも高い剛性を有する鋼構造物2と、既設岸壁7よりも陸側Bに設けられるとともに既設岸壁7に交差する交差方向Yに延びる鋼矢板壁である補強壁体3と、鋼構造物2の頭部2aと補強壁体3の頭部3aとを連結する連結部材4とを備え、鋼構造物2は、既設岸壁7の壁幅方向Xに延びる鋼矢板壁であることを特徴とする。【選択図】図2
QUAY WALL STRUCTURE
岸壁構造
FUJIWARA KAKUTA (author) / HARADA NORIYOSHI (author)
2019-04-11
Patent
Electronic Resource
Japanese
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