A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
UNDERGROUND DOUBLE WALL STRUCTURE
To suppress the deflection of a wall panel in an underground double wall structure where the upper and lower ends of the wall panels are fixed to form a double wall.SOLUTION: The present invention comprises a plurality of wall panels 20 consisting of metal sandwich panels erected inside an underground outer wall 11 and a pressure receiving member 100 disposed between the outer wall 11 and the wall panel 20 and fixed to one of them but not to the other. The pressure receiving member 100 has a variable length in the distance direction from the outer wall 11 to the wall panel 20 by variable length means in which the length can be fixed by fixing means, and is set in a state in which an end surface 111a opposite to a fixed side is in contact with the other, or in a state in which a gap is formed between the one and the other.SELECTED DRAWING: Figure 1
【課題】壁パネルの上下の端部を固定して二重壁とする地下二重壁構造において、壁パネルの撓みを抑える。【解決手段】地下外壁１１の内側に立設される金属サンドイッチパネルからなる複数の壁パネル２０と、外壁１１と壁パネル２０との間に配され、これらのうちの一方に固定され他方には固定されない受圧部材１００とを備える。受圧部材１００は、長さ可変手段により、外壁１１から壁パネル２０間の間隔方向に長さが可変とされ、かつその長さが固定手段により固定可能であり、固定側と反対側の先端面１１１ａが他方に当接した状態、または、他方との間に間隙をあけた状態にセットされる。【選択図】図１
UNDERGROUND DOUBLE WALL STRUCTURE
To suppress the deflection of a wall panel in an underground double wall structure where the upper and lower ends of the wall panels are fixed to form a double wall.SOLUTION: The present invention comprises a plurality of wall panels 20 consisting of metal sandwich panels erected inside an underground outer wall 11 and a pressure receiving member 100 disposed between the outer wall 11 and the wall panel 20 and fixed to one of them but not to the other. The pressure receiving member 100 has a variable length in the distance direction from the outer wall 11 to the wall panel 20 by variable length means in which the length can be fixed by fixing means, and is set in a state in which an end surface 111a opposite to a fixed side is in contact with the other, or in a state in which a gap is formed between the one and the other.SELECTED DRAWING: Figure 1
【課題】壁パネルの上下の端部を固定して二重壁とする地下二重壁構造において、壁パネルの撓みを抑える。【解決手段】地下外壁１１の内側に立設される金属サンドイッチパネルからなる複数の壁パネル２０と、外壁１１と壁パネル２０との間に配され、これらのうちの一方に固定され他方には固定されない受圧部材１００とを備える。受圧部材１００は、長さ可変手段により、外壁１１から壁パネル２０間の間隔方向に長さが可変とされ、かつその長さが固定手段により固定可能であり、固定側と反対側の先端面１１１ａが他方に当接した状態、または、他方との間に間隙をあけた状態にセットされる。【選択図】図１
UNDERGROUND DOUBLE WALL STRUCTURE
地下二重壁構造
NAGAKAMI SHUICHI (author) / NISHIMOTO DAISAKU (author)
2019-06-27
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen