Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
SUPPORT STRUCTURE, GRAVITY BREAKWATER AND CONSTRUCTION METHOD OF GRAVITY BREAKWATER
To provide a support structure resistant to earthquakes, a gravity breakwater, and a construction method of a gravity breakwater.SOLUTION: A support structure 4 of a gravity breakwater 1 having a heavy structure 2 and a mound 3 provided on a liquefaction layer 101 to support the heavy structure 2 comprises a plurality of vertically extending support structures 5 which are separated from the heavy structure 2 and arranged along the extending direction of the heavy structure 2 on at least one of the front side and the rear side of the heavy structure 2. The upper ends 5a of the plurality of support structures 5 are located in the mound 3 or project upward from the mound 3.SELECTED DRAWING: Figure 1
【課題】地震に強い支持構造、重力式防波堤及び重力式防波堤の施工方法を提供する。【解決手段】重量構造物２と液状化層１０１上に設けられて重量構造物２を支持するマウンド３とを有する重力式防波堤１の支持構造４が、重量構造物２の前面側及び後面側の少なくとも一方側において重量構造物２から離間し且つ重量構造物２の延在方向に沿って配置された、鉛直方向に延在する複数の支持構造体５を具備し、複数の支持構造体５の上端５ａがマウンド３内に位置するか又はマウンド３から上方に突出している。【選択図】図１
SUPPORT STRUCTURE, GRAVITY BREAKWATER AND CONSTRUCTION METHOD OF GRAVITY BREAKWATER
To provide a support structure resistant to earthquakes, a gravity breakwater, and a construction method of a gravity breakwater.SOLUTION: A support structure 4 of a gravity breakwater 1 having a heavy structure 2 and a mound 3 provided on a liquefaction layer 101 to support the heavy structure 2 comprises a plurality of vertically extending support structures 5 which are separated from the heavy structure 2 and arranged along the extending direction of the heavy structure 2 on at least one of the front side and the rear side of the heavy structure 2. The upper ends 5a of the plurality of support structures 5 are located in the mound 3 or project upward from the mound 3.SELECTED DRAWING: Figure 1
【課題】地震に強い支持構造、重力式防波堤及び重力式防波堤の施工方法を提供する。【解決手段】重量構造物２と液状化層１０１上に設けられて重量構造物２を支持するマウンド３とを有する重力式防波堤１の支持構造４が、重量構造物２の前面側及び後面側の少なくとも一方側において重量構造物２から離間し且つ重量構造物２の延在方向に沿って配置された、鉛直方向に延在する複数の支持構造体５を具備し、複数の支持構造体５の上端５ａがマウンド３内に位置するか又はマウンド３から上方に突出している。【選択図】図１
SUPPORT STRUCTURE, GRAVITY BREAKWATER AND CONSTRUCTION METHOD OF GRAVITY BREAKWATER
支持構造、重力式防波堤及び重力式防波堤の施工方法
MORIYASU SHUNSUKE (Autor:in) / MYONAKA SHINJI (Autor:in) / OIKAWA MORI (Autor:in)
13.09.2021
Patent
Elektronische Ressource
Japanisch
Sheet pile and gravity combined type breakwater construction method
| Europäisches Patentamt | 2022