Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
EARTH RETAINING STRUCTURE AND WALE INSTALLATION METHOD
To provide an earth retaining structure and a wale installation method, which can easily manufacture a support member for supporting back-filling concrete and can efficiently install a formwork of the back-filling concrete.SOLUTION: An earth retaining structure according to one embodiment comprises an earth retaining wall 11, and a wale 12 facing the earth retaining wall 11, and back-filling concrete that is placed in a gap P between the earth retaining wall 11 and the wale 12. The earth retaining structure 10 comprises: a bottom member 20 located below the gap P; a suspending member 30 extending from vertically above the gap P to suspend the bottom member 20 located below the gap P; and a form member 40 for accommodating the back-filling concrete in the gap P.SELECTED DRAWING: Figure 3
【課題】裏込コンクリートを支持する支持部材の製造を容易に行うことができると共に、裏込コンクリートの型枠の設置を効率よく行うことができる土留め構造及び腹起し設置方法を提供する。【解決手段】一実施形態に係る土留め構造は、土留め壁１１と、土留め壁１１に対向する腹起し１２と、土留め壁１１及び腹起し１２の間の間隙部Ｐに打設される裏込コンクリートとを備える土留め構造１０であって、間隙部Ｐの下方に位置する底部材２０と、鉛直上方から間隙部Ｐに延び出すと共に、間隙部Ｐの下方に位置する底部材２０を吊り下げる吊材３０と、間隙部Ｐにおいて裏込コンクリートを収容する型枠部材４０と、を備える。【選択図】図３
EARTH RETAINING STRUCTURE AND WALE INSTALLATION METHOD
To provide an earth retaining structure and a wale installation method, which can easily manufacture a support member for supporting back-filling concrete and can efficiently install a formwork of the back-filling concrete.SOLUTION: An earth retaining structure according to one embodiment comprises an earth retaining wall 11, and a wale 12 facing the earth retaining wall 11, and back-filling concrete that is placed in a gap P between the earth retaining wall 11 and the wale 12. The earth retaining structure 10 comprises: a bottom member 20 located below the gap P; a suspending member 30 extending from vertically above the gap P to suspend the bottom member 20 located below the gap P; and a form member 40 for accommodating the back-filling concrete in the gap P.SELECTED DRAWING: Figure 3
【課題】裏込コンクリートを支持する支持部材の製造を容易に行うことができると共に、裏込コンクリートの型枠の設置を効率よく行うことができる土留め構造及び腹起し設置方法を提供する。【解決手段】一実施形態に係る土留め構造は、土留め壁１１と、土留め壁１１に対向する腹起し１２と、土留め壁１１及び腹起し１２の間の間隙部Ｐに打設される裏込コンクリートとを備える土留め構造１０であって、間隙部Ｐの下方に位置する底部材２０と、鉛直上方から間隙部Ｐに延び出すと共に、間隙部Ｐの下方に位置する底部材２０を吊り下げる吊材３０と、間隙部Ｐにおいて裏込コンクリートを収容する型枠部材４０と、を備える。【選択図】図３
EARTH RETAINING STRUCTURE AND WALE INSTALLATION METHOD
土留め構造及び腹起し設置方法
UEDA AKIRO (Autor:in) / NAGAI YOSHIYUKI (Autor:in) / MOROOKA KOJI (Autor:in) / WATANABE YUKI (Autor:in)
13.08.2020
Patent
Elektronische Ressource
Japanisch
IPC:
E02D
FOUNDATIONS
,
Gründungen