A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
IMPROVEMENT STRUCTURE AND IMPROVEMENT METHOD OF EXISTING SHEET PILE TYPE QUAY
To provide an improvement structure and an improvement method of an existing sheet pile type quay applicable to a case of land side work being restricted, and allowing arbitrary setting of an engagement position with an existing sheet pile wall.SOLUTION: The improvement structure of an existing sheet pile type quay comprises: multiple piles 3 installed on a water region side water bottom surface of the sheet pile wall 23 in an existing sheet pile type quay; a skeleton structure 5 having pile head connection parts 11 connecting heads of the multiple piles 3 and multiple vertical members 13 provided to stand up from the pile head connection parts 11; a horizontal member 7 continuously mounted to the vertical members 13 in the width direction of the sheet pile wall 23; and horizontal force transmission members 9 arranged in gaps continuously or intermittently formed between the horizontal member 7 and the sheet pile wall 23 and transmitting the horizontal force received from the sheet pile wall 23 to the horizontal member 7.SELECTED DRAWING: Figure 1
【課題】陸側の施工が制限される場合にも適用可能であり、かつ既存の矢板壁との係止位置を任意に設定可能な既存矢板式岸壁の改良構造及び改良方法を提供する。【解決手段】既存の矢板式岸壁における矢板壁２３の水域側水底面に打設された複数の杭３と、複数の杭３の頭部を連結する杭頭連結部１１及び杭頭連結部１１から立ち上がるように設けられた複数の縦部材１３を有する骨組構造５と、縦部材１３に矢板壁２３幅方向に連続して取り付けられた水平部材７と、水平部材７と矢板壁２３との間に連続的又は断続的に形成された隙間に配設されて矢板壁２３から受ける水平力を水平部材７に伝達する水平力伝達部材９とを備えたことを特徴とするものである。【選択図】図１
IMPROVEMENT STRUCTURE AND IMPROVEMENT METHOD OF EXISTING SHEET PILE TYPE QUAY
To provide an improvement structure and an improvement method of an existing sheet pile type quay applicable to a case of land side work being restricted, and allowing arbitrary setting of an engagement position with an existing sheet pile wall.SOLUTION: The improvement structure of an existing sheet pile type quay comprises: multiple piles 3 installed on a water region side water bottom surface of the sheet pile wall 23 in an existing sheet pile type quay; a skeleton structure 5 having pile head connection parts 11 connecting heads of the multiple piles 3 and multiple vertical members 13 provided to stand up from the pile head connection parts 11; a horizontal member 7 continuously mounted to the vertical members 13 in the width direction of the sheet pile wall 23; and horizontal force transmission members 9 arranged in gaps continuously or intermittently formed between the horizontal member 7 and the sheet pile wall 23 and transmitting the horizontal force received from the sheet pile wall 23 to the horizontal member 7.SELECTED DRAWING: Figure 1
【課題】陸側の施工が制限される場合にも適用可能であり、かつ既存の矢板壁との係止位置を任意に設定可能な既存矢板式岸壁の改良構造及び改良方法を提供する。【解決手段】既存の矢板式岸壁における矢板壁２３の水域側水底面に打設された複数の杭３と、複数の杭３の頭部を連結する杭頭連結部１１及び杭頭連結部１１から立ち上がるように設けられた複数の縦部材１３を有する骨組構造５と、縦部材１３に矢板壁２３幅方向に連続して取り付けられた水平部材７と、水平部材７と矢板壁２３との間に連続的又は断続的に形成された隙間に配設されて矢板壁２３から受ける水平力を水平部材７に伝達する水平力伝達部材９とを備えたことを特徴とするものである。【選択図】図１
IMPROVEMENT STRUCTURE AND IMPROVEMENT METHOD OF EXISTING SHEET PILE TYPE QUAY
既存矢板式岸壁の改良構造及び改良方法
SHIOZAKI SADAO (author) / OGAWA SATOSHI (author) / UCHIDA KENICHI (author) / EBIHARA TOSHIHIRO (author) / SUZUKI TAKAO (author) / TANAKA SACHITO (author)
2020-12-24
Patent
Electronic Resource
Japanese
IMPROVEMENT STRUCTURE AND IMPROVEMENT METHOD OF EXISTING QUAY WALL
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