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VIBRATION CONTROL STRUCTURE OF TOWER-LIKE STRUCTURE, AND CONSTRUCTION METHOD OF TOWER-LIKE STRUCTURE WITH VIBRATION CONTROL STRUCTURE
To provide a vibration control structure of a tower-like structure capable of improving vibration-damping properties overall a tower-like structure such as offshore wind power generation equipment while reducing the load to a cylindrical foundation of a monopile foundation such as offshore wind power generation equipment due to earthquake motion, etc., and a construction method of a tower-like structure with vibration control structure.SOLUTION: A vibration control structure 8 of a tower-like structure 3 includes: multiple pile-shaped bodies 10,10 penetrated into the underwater ground 1 around the tower-like structure; and a superstructure 11 with polygonal frame shape in plan view having a beam part 11a bridged between adjacent pile-shaped bodies 10,10. The tower-like structure 3 is erected within the framework of superstructure 11, the superstructure 11 and the tower-like structure are connected by multiple seismic damping connections 12, 12.SELECTED DRAWING: Figure 3
【課題】洋上風力発電設備等の塔状構造物全体の制震性を高め、地震動等による洋上風力発電設備等のモノパイル式基礎等の基礎用筒状体への負担を軽減することができる塔状構造物の制震構造及び制震構造付き塔状構造物の構築方法の提供。【解決手段】塔状構造物3の制震構造8は、塔状構造物の周囲の水底地盤1に貫入された複数の杭状体10,10…と、隣り合う杭状体10,10間に架設される梁部11aを有する平面視多角形枠状の上部工11とを備え、塔状構造物3が上部工11の枠内に立設され、上部工11と塔状構造物とが複数の制震用連結体12,12…によって連結されている。【選択図】図3
VIBRATION CONTROL STRUCTURE OF TOWER-LIKE STRUCTURE, AND CONSTRUCTION METHOD OF TOWER-LIKE STRUCTURE WITH VIBRATION CONTROL STRUCTURE
To provide a vibration control structure of a tower-like structure capable of improving vibration-damping properties overall a tower-like structure such as offshore wind power generation equipment while reducing the load to a cylindrical foundation of a monopile foundation such as offshore wind power generation equipment due to earthquake motion, etc., and a construction method of a tower-like structure with vibration control structure.SOLUTION: A vibration control structure 8 of a tower-like structure 3 includes: multiple pile-shaped bodies 10,10 penetrated into the underwater ground 1 around the tower-like structure; and a superstructure 11 with polygonal frame shape in plan view having a beam part 11a bridged between adjacent pile-shaped bodies 10,10. The tower-like structure 3 is erected within the framework of superstructure 11, the superstructure 11 and the tower-like structure are connected by multiple seismic damping connections 12, 12.SELECTED DRAWING: Figure 3
【課題】洋上風力発電設備等の塔状構造物全体の制震性を高め、地震動等による洋上風力発電設備等のモノパイル式基礎等の基礎用筒状体への負担を軽減することができる塔状構造物の制震構造及び制震構造付き塔状構造物の構築方法の提供。【解決手段】塔状構造物3の制震構造8は、塔状構造物の周囲の水底地盤1に貫入された複数の杭状体10,10…と、隣り合う杭状体10,10間に架設される梁部11aを有する平面視多角形枠状の上部工11とを備え、塔状構造物3が上部工11の枠内に立設され、上部工11と塔状構造物とが複数の制震用連結体12,12…によって連結されている。【選択図】図3
VIBRATION CONTROL STRUCTURE OF TOWER-LIKE STRUCTURE, AND CONSTRUCTION METHOD OF TOWER-LIKE STRUCTURE WITH VIBRATION CONTROL STRUCTURE
塔状構造物の制震構造及び制震構造付き塔状構造物の構築方法
MIYOSHI TOSHIYASU (Autor:in) / YOSHIDA MAKOTO (Autor:in) / MIURA NARIHISA (Autor:in) / HISAMATSU AKIFUMI (Autor:in) / BAI KE (Autor:in) / KIMURA MAKOTO (Autor:in) / HIGO YOSUKE (Autor:in) / ONDA SHINICHIRO (Autor:in) / SAWAMURA YASUO (Autor:in)
01.02.2024
Patent
Elektronische Ressource
Japanisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
Europäisches Patentamt | 2024
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