A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
UNDERGROUND WALL PILE STRUCTURE
To provide an underground wall pile structure whose bottom part of a wall-like body is widened in a wall thickness direction which can improve friction strength between the ground and the underground wall pile structure.SOLUTION: An underground wall pile structure whose bottom part of a wall-like body is widened in a wall thickness direction, includes a wall-like body having a fixed wall thickness in the wall thickness direction, and a widened bottom part whose bottom part is widened in the wall thickness direction, wherein the widened bottom part has an arch-shaped bottom in the wall thickness direction, the side face of the widened bottom part is formed in a widened wing finger having an arcuate shape, and the one or more widened wing fingers are continuously provided.SELECTED DRAWING: Figure 1
【課題】壁状体の底部が壁厚方向に拡底された地下壁杭構造において、地盤との摩擦強度を向上させることができる地下壁杭構造を開発する。【解決手段】壁状体の底部が壁厚方向に拡底された地下壁杭構造であって、壁厚方向に一定の壁厚を有する壁状体本体と、底部が壁厚方向に拡底された拡底部と、を備え、拡底部は、底が壁厚方向にアーチ形状であり、拡底部の側面は弧状を有する拡翼指に形成されており、拡翼指は、単独あるいは複数が連続して設けられている地下壁杭構造。【選択図】図１
UNDERGROUND WALL PILE STRUCTURE
To provide an underground wall pile structure whose bottom part of a wall-like body is widened in a wall thickness direction which can improve friction strength between the ground and the underground wall pile structure.SOLUTION: An underground wall pile structure whose bottom part of a wall-like body is widened in a wall thickness direction, includes a wall-like body having a fixed wall thickness in the wall thickness direction, and a widened bottom part whose bottom part is widened in the wall thickness direction, wherein the widened bottom part has an arch-shaped bottom in the wall thickness direction, the side face of the widened bottom part is formed in a widened wing finger having an arcuate shape, and the one or more widened wing fingers are continuously provided.SELECTED DRAWING: Figure 1
【課題】壁状体の底部が壁厚方向に拡底された地下壁杭構造において、地盤との摩擦強度を向上させることができる地下壁杭構造を開発する。【解決手段】壁状体の底部が壁厚方向に拡底された地下壁杭構造であって、壁厚方向に一定の壁厚を有する壁状体本体と、底部が壁厚方向に拡底された拡底部と、を備え、拡底部は、底が壁厚方向にアーチ形状であり、拡底部の側面は弧状を有する拡翼指に形成されており、拡翼指は、単独あるいは複数が連続して設けられている地下壁杭構造。【選択図】図１
UNDERGROUND WALL PILE STRUCTURE
地下壁杭構造
KATO MASAKI (author) / WATANABE TORU (author) / IWATA AKIHIRO (author) / AKIZUKI MICHITAKA (author)
2023-01-19
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
| European Patent Office | 2023
Underground diaphragm wall wharf structure with pile foundations
| European Patent Office | 2021
| European Patent Office | 2023
UNDERGROUND WALL PILE STRUCTURE PROVIDED WITH EXPANDED BOTTOM PART
| European Patent Office | 2021
| European Patent Office | 2015