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VIBRATION CONTROL STRUCTURE OF UNDERWATER TOWER-TYPE STRUCTURE
To provide a vibration control structure of an underwater tower-type structure that can improve vibration control performance of the entire tower-type structure such as an offshore wind power generation facility and can reduce the burden on foundation cylindrical bodies such as mono-pile foundations of an offshore wind power generation facility, etc. due to earthquake motion, etc.SOLUTION: A vibration control structure 8 of an underwater tower-type structure comprises support members 9, 9... protruding horizontally by a predetermined length from an outer peripheral surface of a foundation portion 4, and a vibration control member 10 supported at a certain distance from the outer peripheral surface of the foundation portion 4 via the support members 9 and arranged in a circumferential direction of the foundation portion 4. At least a part of the vibration control member 10 is placed underwater.SELECTED DRAWING: Figure 2
【課題】洋上風力発電設備等の塔型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水中塔型構造物の制震構造の提供。【解決手段】水中塔型構造物の制震構造８は、基礎部４の外周面から水平方向に所定の長さで突出した支持部材９，９…と、支持部材９を介して基礎部４の外周面に一定の距離を隔てて支持され、基礎部４の周方向に配置された制震部材１０とを備え、制震部材１０は、少なくとも一部が水中に配置されている。【選択図】図２
VIBRATION CONTROL STRUCTURE OF UNDERWATER TOWER-TYPE STRUCTURE
To provide a vibration control structure of an underwater tower-type structure that can improve vibration control performance of the entire tower-type structure such as an offshore wind power generation facility and can reduce the burden on foundation cylindrical bodies such as mono-pile foundations of an offshore wind power generation facility, etc. due to earthquake motion, etc.SOLUTION: A vibration control structure 8 of an underwater tower-type structure comprises support members 9, 9... protruding horizontally by a predetermined length from an outer peripheral surface of a foundation portion 4, and a vibration control member 10 supported at a certain distance from the outer peripheral surface of the foundation portion 4 via the support members 9 and arranged in a circumferential direction of the foundation portion 4. At least a part of the vibration control member 10 is placed underwater.SELECTED DRAWING: Figure 2
【課題】洋上風力発電設備等の塔型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水中塔型構造物の制震構造の提供。【解決手段】水中塔型構造物の制震構造８は、基礎部４の外周面から水平方向に所定の長さで突出した支持部材９，９…と、支持部材９を介して基礎部４の外周面に一定の距離を隔てて支持され、基礎部４の周方向に配置された制震部材１０とを備え、制震部材１０は、少なくとも一部が水中に配置されている。【選択図】図２
VIBRATION CONTROL STRUCTURE OF UNDERWATER TOWER-TYPE STRUCTURE
水中塔型構造物の制震構造
YOSHIDA MAKOTO (author) / BAI KE (author) / MIYOSHI TOSHIYASU (author) / MIURA NARIHISA (author) / MATSUMOTO SHOICHIRO (author) / HIGO YOSUKE (author) / ONDA SHINICHIRO (author) / SAWAMURA YASUO (author)
2024-11-28
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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