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STEEL SHEET PILE WALL
PROBLEM TO BE SOLVED: To provide a steel sheet pile wall capable of maintaining or improving bearing force of the whole wall body by simple reinforcement means, even when a plurality of steel sheet piles are vertically connected in the material axial direction.SOLUTION: A steel sheet pile wall 1 applying the present invention comprises a plurality of vertically connecting steel sheet piles 3 of linking a plurality of steel sheet piles 2 vertically connected in the material axial direction Y in the wall width direction Z and mutually adjacently linked in the wall width direction Z. The vertically connected steel sheet piles 3 are vertically connected by a vertically connecting place R in mutually opposed respective end parts in the material axial direction Y of the plurality of steel sheet piles 2, and the respective vertically connecting places R are arranged so that a position in the material axial direction Y becomes different by the plurality of mutually adjacent vertically connecting steel sheet piles 3, and the mutually adjacent other vertically connecting steel sheet pile 32 is reinforced by a reinforcement member 4 on the side of the vertically connecting place R of the mutually adjacent one vertically connecting steel sheet pile 31.SELECTED DRAWING: Figure 1
【課題】複数の鋼矢板が材軸方向に縦継される場合であっても、壁体全体の耐力を簡易な補強手段で維持、向上させることのできる鋼矢板壁を提供する。【解決手段】本発明を適用した鋼矢板壁1は、材軸方向Yに縦継された複数の鋼矢板2を壁幅方向Zに連設させたものであり、壁幅方向Zで互いに隣り合って連設される複数の縦継鋼矢板3を備える。縦継鋼矢板3は、複数の鋼矢板2の互いに対向する各々の材軸方向Yの端部が縦継箇所Rで縦継されて、互いに隣り合った複数の縦継鋼矢板3で、各々の縦継箇所Rが材軸方向Yの位置を異ならせて配置されるとともに、互いに隣り合った一方の縦継鋼矢板31の縦継箇所Rの側方で、互いに隣り合った他方の縦継鋼矢板32が補強部材4で補強される。【選択図】図1
STEEL SHEET PILE WALL
PROBLEM TO BE SOLVED: To provide a steel sheet pile wall capable of maintaining or improving bearing force of the whole wall body by simple reinforcement means, even when a plurality of steel sheet piles are vertically connected in the material axial direction.SOLUTION: A steel sheet pile wall 1 applying the present invention comprises a plurality of vertically connecting steel sheet piles 3 of linking a plurality of steel sheet piles 2 vertically connected in the material axial direction Y in the wall width direction Z and mutually adjacently linked in the wall width direction Z. The vertically connected steel sheet piles 3 are vertically connected by a vertically connecting place R in mutually opposed respective end parts in the material axial direction Y of the plurality of steel sheet piles 2, and the respective vertically connecting places R are arranged so that a position in the material axial direction Y becomes different by the plurality of mutually adjacent vertically connecting steel sheet piles 3, and the mutually adjacent other vertically connecting steel sheet pile 32 is reinforced by a reinforcement member 4 on the side of the vertically connecting place R of the mutually adjacent one vertically connecting steel sheet pile 31.SELECTED DRAWING: Figure 1
【課題】複数の鋼矢板が材軸方向に縦継される場合であっても、壁体全体の耐力を簡易な補強手段で維持、向上させることのできる鋼矢板壁を提供する。【解決手段】本発明を適用した鋼矢板壁1は、材軸方向Yに縦継された複数の鋼矢板2を壁幅方向Zに連設させたものであり、壁幅方向Zで互いに隣り合って連設される複数の縦継鋼矢板3を備える。縦継鋼矢板3は、複数の鋼矢板2の互いに対向する各々の材軸方向Yの端部が縦継箇所Rで縦継されて、互いに隣り合った複数の縦継鋼矢板3で、各々の縦継箇所Rが材軸方向Yの位置を異ならせて配置されるとともに、互いに隣り合った一方の縦継鋼矢板31の縦継箇所Rの側方で、互いに隣り合った他方の縦継鋼矢板32が補強部材4で補強される。【選択図】図1
STEEL SHEET PILE WALL
鋼矢板壁
MOMIYAMA TAKASHI (Autor:in) / MYONAKA SHINJI (Autor:in)
07.09.2017
Patent
Elektronische Ressource
Japanisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
COMBINATION STEEL SHEET PILE, AND STEEL SHEET PILE WALL
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