Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
BREAKWATER STRUCTURE
PROBLEM TO BE SOLVED: To provide means for ensuring a desired operation space with reduced fluid force of waves in a seacoast and for ensuring a scaffold for works on the operation space.SOLUTION: A breakwater structure 2 comprises a frame 21 to be arranged above a seabed in a seacoast, a bank 22 which stabilizes the frame 21 and has breakwater function, a plurality of longitudinal supporting members 23 which are arranged at the land side of the frame 21 adjacent to each other and connected to the frame 21, and a water barrier wall 25 which is each inserted into a gap between two adjacent longitudinal supporting members 23 and blocks invasion of seawater W into an operation space S. At least part of the side surface of the bank 22 on the land side is supported by a wall shape member 214 of the frame 21 and stands approximately vertically. Thus, a flat part of an upper surface of the bank 22 extends to a position close to the operation space S and provides a scaffold for a heavy machine etc. for performing operation on the operation space S.SELECTED DRAWING: Figure 3
【課題】沿岸部において、波浪の流体力が減勢された所望の作業空間を確保し、かつ、当該作業空間に対する作業のための足場を確保する手段を提供する。【解決手段】消波構造物２は、沿岸部の海底地盤の上方に配置されるフレーム２１と、フレーム２１を安定させ、かつ消波機能を有する築堤２２と、フレーム２１の陸側に隣接して配置され、フレーム２１に連結された複数の縦方向支持部材２３と、隣り合う２本の縦方向支持部材２３の間に各々挿入され、作業空間Ｓに対する海水Ｗの浸入を遮断する止水壁２５を備える。築堤２２の陸側の側面の少なくとも一部はフレーム２１が有する壁状部材２１４に支持されて、概ね鉛直に切り立つ。そのため、築堤２２の上面の平坦な部分が作業空間Ｓに近接する位置まで拡がり、作業空間Ｓに対し作業を行う重機等の足場となる。【選択図】図３
BREAKWATER STRUCTURE
PROBLEM TO BE SOLVED: To provide means for ensuring a desired operation space with reduced fluid force of waves in a seacoast and for ensuring a scaffold for works on the operation space.SOLUTION: A breakwater structure 2 comprises a frame 21 to be arranged above a seabed in a seacoast, a bank 22 which stabilizes the frame 21 and has breakwater function, a plurality of longitudinal supporting members 23 which are arranged at the land side of the frame 21 adjacent to each other and connected to the frame 21, and a water barrier wall 25 which is each inserted into a gap between two adjacent longitudinal supporting members 23 and blocks invasion of seawater W into an operation space S. At least part of the side surface of the bank 22 on the land side is supported by a wall shape member 214 of the frame 21 and stands approximately vertically. Thus, a flat part of an upper surface of the bank 22 extends to a position close to the operation space S and provides a scaffold for a heavy machine etc. for performing operation on the operation space S.SELECTED DRAWING: Figure 3
【課題】沿岸部において、波浪の流体力が減勢された所望の作業空間を確保し、かつ、当該作業空間に対する作業のための足場を確保する手段を提供する。【解決手段】消波構造物２は、沿岸部の海底地盤の上方に配置されるフレーム２１と、フレーム２１を安定させ、かつ消波機能を有する築堤２２と、フレーム２１の陸側に隣接して配置され、フレーム２１に連結された複数の縦方向支持部材２３と、隣り合う２本の縦方向支持部材２３の間に各々挿入され、作業空間Ｓに対する海水Ｗの浸入を遮断する止水壁２５を備える。築堤２２の陸側の側面の少なくとも一部はフレーム２１が有する壁状部材２１４に支持されて、概ね鉛直に切り立つ。そのため、築堤２２の上面の平坦な部分が作業空間Ｓに近接する位置まで拡がり、作業空間Ｓに対し作業を行う重機等の足場となる。【選択図】図３
BREAKWATER STRUCTURE
消波構造物
YAMASHITA TORU (Autor:in) / YASUNO KOICHIRO (Autor:in) / HAYASHI NORIO (Autor:in) / ONO KEIJI (Autor:in)
21.09.2017
Patent
Elektronische Ressource
Japanisch
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau