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A platform for research: civil engineering, architecture and urbanism
BREAKWATER AND CONSTRUCTION METHOD FOR BREAKWATER
To provide a stable breakwater etc. which can withstand high tsunami, earthquake, and the like.SOLUTION: A breakwater 1 has a superstructure having wall bodies 3 extending on a plane so that front faces face a water area W, plate-like support walls 5 which are arranged so as to extend to a land L side from the wall bodies 3 and support the wall bodies 3 from behind, and wall bodies 4 which are arranged so as to extend along the wall bodies 3 on the land L side of the wall bodies 3, on a ground surface. Ends on the land L side of the support walls 5 are joined to the wall bodies 4, and a height from the ground surface and a member thickness of the wall bodies 3 are larger than the wall bodies 4.SELECTED DRAWING: Figure 1
【課題】高い津波や地震等に耐えられる安定した防波壁等を提供すること。【解決手段】防波壁１は、前面が水域Ｗに面するように、平面において延伸する壁体３と、壁体３から陸Ｌ側に延びるように配置され、壁体３を背後から支持する板状の支持壁５と、壁体３の陸Ｌ側で、壁体３に沿って延伸するように配置される壁体４と、を有する上部工を、地表面上に具備する。支持壁５の陸Ｌ側の端部は壁体４に接合され、壁体３の地表面からの高さと部材厚は、壁体４よりも大きい。【選択図】図１
BREAKWATER AND CONSTRUCTION METHOD FOR BREAKWATER
To provide a stable breakwater etc. which can withstand high tsunami, earthquake, and the like.SOLUTION: A breakwater 1 has a superstructure having wall bodies 3 extending on a plane so that front faces face a water area W, plate-like support walls 5 which are arranged so as to extend to a land L side from the wall bodies 3 and support the wall bodies 3 from behind, and wall bodies 4 which are arranged so as to extend along the wall bodies 3 on the land L side of the wall bodies 3, on a ground surface. Ends on the land L side of the support walls 5 are joined to the wall bodies 4, and a height from the ground surface and a member thickness of the wall bodies 3 are larger than the wall bodies 4.SELECTED DRAWING: Figure 1
【課題】高い津波や地震等に耐えられる安定した防波壁等を提供すること。【解決手段】防波壁１は、前面が水域Ｗに面するように、平面において延伸する壁体３と、壁体３から陸Ｌ側に延びるように配置され、壁体３を背後から支持する板状の支持壁５と、壁体３の陸Ｌ側で、壁体３に沿って延伸するように配置される壁体４と、を有する上部工を、地表面上に具備する。支持壁５の陸Ｌ側の端部は壁体４に接合され、壁体３の地表面からの高さと部材厚は、壁体４よりも大きい。【選択図】図１
BREAKWATER AND CONSTRUCTION METHOD FOR BREAKWATER
防波壁および防波壁の構築方法
INOUE TOMOYUKI (author)
2023-05-31
Patent
Electronic Resource
Japanese
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
| Engineering Index Backfile | 1928
| Engineering Index Backfile | 1928
| Engineering Index Backfile | 1928