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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 the overall vibration damping properties of a tower-like structure such as offshore wind power generation equipment while reducing the load to a cylindrical foundation as the basis of offshore wind power generation equipment, etc. due to earthquake motion, etc., and a construction method of a tower-like structure with a vibration control structure.SOLUTION: In a vibration control structure of a tower-like structure 7, a gap for isolation 13 is formed between the inner peripheral surface of an isolation hole 12, through which the cylindrical foundation 4 formed in the center of the mound 10 passes and the outer surface of cylindrical foundation 4, and between the inner peripheral surface of the through hole 18 and the outer peripheral surface of the cylindrical foundation 4, a small vibration absorption gap 19 is formed, and a vibration-damping weight body 11 is slidably placed on the mound 10.SELECTED DRAWING: Figure 2
【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基礎である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】この塔状構造物の制震構造7は、マウンド10の中央部に形成された基礎用筒状体4が貫通する縁切り孔12の内周面と基礎用筒状体4の外周面との間に縁切り用間隙13が形成され、貫通孔18の内周面と基礎用筒状体4の外周面との間に小振動吸収用間隙19が形成され、制震用重量体11がマウンド10上に摺動可能に載置されている。【選択図】図2
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 the overall vibration damping properties of a tower-like structure such as offshore wind power generation equipment while reducing the load to a cylindrical foundation as the basis of offshore wind power generation equipment, etc. due to earthquake motion, etc., and a construction method of a tower-like structure with a vibration control structure.SOLUTION: In a vibration control structure of a tower-like structure 7, a gap for isolation 13 is formed between the inner peripheral surface of an isolation hole 12, through which the cylindrical foundation 4 formed in the center of the mound 10 passes and the outer surface of cylindrical foundation 4, and between the inner peripheral surface of the through hole 18 and the outer peripheral surface of the cylindrical foundation 4, a small vibration absorption gap 19 is formed, and a vibration-damping weight body 11 is slidably placed on the mound 10.SELECTED DRAWING: Figure 2
【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基礎である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】この塔状構造物の制震構造7は、マウンド10の中央部に形成された基礎用筒状体4が貫通する縁切り孔12の内周面と基礎用筒状体4の外周面との間に縁切り用間隙13が形成され、貫通孔18の内周面と基礎用筒状体4の外周面との間に小振動吸収用間隙19が形成され、制震用重量体11がマウンド10上に摺動可能に載置されている。【選択図】図2
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
NURADY AYU PUTRI (Autor:in) / AHMED ATEIA (Autor:in) / MIURA NARIHISA (Autor:in) / KUROSAKA AKIYOSHI (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
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