Reinforcing design method and reinforcing device for foundation ring type wind turbine generator

The invention discloses a reinforcement design method and device for a foundation ring type wind turbine generator, and the method comprises the following steps: 1, setting a lower flange of a foundation ring as a fixed constraint, and calculating the maximum stress of the foundation ring and the tr...

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Bibliographische Detailangaben
Hauptverfasser:	QIU YUNLIN, WU JIANJIAN, LIAO KAIXING
Format:	Patent
Sprache:	chi ; eng
Schlagworte:	BLASTING BUILDING BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES EMBANKMENTS EXCAVATIONS FENCING FIXED CONSTRUCTIONS FORMS FOUNDATIONS HANDLING BUILDING MATERIALS ON THE SITE HEATING HYDRAULIC ENGINEERING LIGHTING MACHINES OR ENGINES FOR LIQUIDS MASTS MECHANICAL ENGINEERING OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR PRODUCING MECHANICAL POWER REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS SCAFFOLDING SHUTTERING SOIL SHIFTING SWIMMING OR SPLASH BATHS OR POOLS TENTS OR CANOPIES, IN GENERAL UNDERGROUND OR UNDERWATER STRUCTURES WEAPONS WIND MOTORS WIND, SPRING WEIGHT AND MISCELLANEOUS MOTORS
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Beschreibung
Zusammenfassung:	The invention discloses a reinforcement design method and device for a foundation ring type wind turbine generator, and the method comprises the following steps: 1, setting a lower flange of a foundation ring as a fixed constraint, and calculating the maximum stress of the foundation ring and the transverse force of the fixed constraint; 2, a reinforcing device is arranged on the periphery of the joint of the foundation ring and the tower drum; each reinforcing assembly comprises a pulling and supporting rod; 3, calculating the pre-pressure of the single pull support rod on the joint of the foundation ring and the tower drum; and 4, the actual pressure of the single pulling and supporting rod on the connecting position of the foundation ring and the tower drum is set, and then the reinforcing device is installed on the periphery of the connecting position of the foundation ring and the tower drum, so that the pressure of the single pulling and supporting rod on the foundation ring is the actual pressure of th