A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
STEEL SHEET PILE WALL AND MANUFACTURING METHOD THEREOF
To provide a steel sheet pile wall improved in workability of construction and in economic efficiency, while repairing cross sectional breakage caused in parts connecting the steel sheet piles in the vertical direction, and a manufacturing method thereof.SOLUTION: A steel sheet pile wall 1 is formed of steel sheet piles 11A, 11B, 11C, 12A, 12B, 12C having joints 18 at both ends in the width direction. The steel sheet pile includes at least first, second and third steel sheet piles, the first and second steel sheet piles 11B, 12B are connected with each other at an end part in the longitudinal direction and placed into the ground, and the third steel sheet pile 12A is placed into the ground adjacent to the first and second steel sheet piles and connected to both of the first and second steel sheet piles 11B, 12B by engagement of the joints 18. At least one reinforcement member 21A is jointed to the steel sheet pile wall 1, at a height position including a connection part 13B of the first and second steel sheet piles 11B, 12B and not at an end part in the longitudinal direction of the third steel sheet pile 12A.SELECTED DRAWING: Figure 1
【課題】鋼矢板を上下方向に接続した部分で生じる断面欠損を補いつつ、施工時の作業性および経済性を向上させることが可能な鋼矢板壁および鋼矢板壁の製造方法を提供する。【解決手段】幅方向の両端部に継手１８を有する鋼矢板１１Ａ，１１Ｂ，１１Ｃ，１２Ａ，１２Ｂ，１２Ｃによって構成される鋼矢板壁１であって、鋼矢板は少なくとも第１、第２および第３の鋼矢板を含み、第１および第２の鋼矢板１１Ｂ，１２Ｂは長手方向端部で互いに接続して地中に打設され、第３の鋼矢板１２Ａは第１および第２の鋼矢板に隣接して地中に打設され、継手１８の嵌合によって第１および第２の鋼矢板１１Ｂ，１２Ｂの両方に連結され、第１および第２の鋼矢板１１Ｂ，１２Ｂの接続部１３Ｂを含む高さ位置で、第３の鋼矢板１２Ａの長手方向端部ではない位置に少なくとも１つの補強部材２１Ａが接合される鋼矢板壁１が提供される。【選択図】図１
STEEL SHEET PILE WALL AND MANUFACTURING METHOD THEREOF
To provide a steel sheet pile wall improved in workability of construction and in economic efficiency, while repairing cross sectional breakage caused in parts connecting the steel sheet piles in the vertical direction, and a manufacturing method thereof.SOLUTION: A steel sheet pile wall 1 is formed of steel sheet piles 11A, 11B, 11C, 12A, 12B, 12C having joints 18 at both ends in the width direction. The steel sheet pile includes at least first, second and third steel sheet piles, the first and second steel sheet piles 11B, 12B are connected with each other at an end part in the longitudinal direction and placed into the ground, and the third steel sheet pile 12A is placed into the ground adjacent to the first and second steel sheet piles and connected to both of the first and second steel sheet piles 11B, 12B by engagement of the joints 18. At least one reinforcement member 21A is jointed to the steel sheet pile wall 1, at a height position including a connection part 13B of the first and second steel sheet piles 11B, 12B and not at an end part in the longitudinal direction of the third steel sheet pile 12A.SELECTED DRAWING: Figure 1
【課題】鋼矢板を上下方向に接続した部分で生じる断面欠損を補いつつ、施工時の作業性および経済性を向上させることが可能な鋼矢板壁および鋼矢板壁の製造方法を提供する。【解決手段】幅方向の両端部に継手１８を有する鋼矢板１１Ａ，１１Ｂ，１１Ｃ，１２Ａ，１２Ｂ，１２Ｃによって構成される鋼矢板壁１であって、鋼矢板は少なくとも第１、第２および第３の鋼矢板を含み、第１および第２の鋼矢板１１Ｂ，１２Ｂは長手方向端部で互いに接続して地中に打設され、第３の鋼矢板１２Ａは第１および第２の鋼矢板に隣接して地中に打設され、継手１８の嵌合によって第１および第２の鋼矢板１１Ｂ，１２Ｂの両方に連結され、第１および第２の鋼矢板１１Ｂ，１２Ｂの接続部１３Ｂを含む高さ位置で、第３の鋼矢板１２Ａの長手方向端部ではない位置に少なくとも１つの補強部材２１Ａが接合される鋼矢板壁１が提供される。【選択図】図１
STEEL SHEET PILE WALL AND MANUFACTURING METHOD THEREOF
鋼矢板壁および鋼矢板壁の製造方法
NAGAO NAOYA (author) / NAKAYAMA HIROAKI (author) / HARADA NORIYOSHI (author)
2021-08-10
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
| European Patent Office | 2016