The invention relates to a reduction method for basic wave current vibration of an
offshore wind power single
pile. A flexible damping device is arranged outside the basic wall surface of the single
pile, wave currents are smoothed and flowing states are improved by utilizing a wing-shaped wall surface with a short head and a long
tail, various water power stimulations are reduced from vibration sources, and passed loads are separated and absorbed through
viscoelastic damping materials, so that the purpose of reducing
pile foundation vibration is achieved. According to the reduction method for the basic wave current vibration of the
offshore wind power single pile, the damping device which automatically moves up and down along
water level change is always in a main stimulation area of the wave currents by changing
water body weights inside a balancing water tank and adjusting relative position of a device and the water surface and under combined actions of the gravity and
buoyancy force, the damping device enables the head and
tail to be maintained consistent with wave current directions and plays role in damping flexibly along with change of wave current directions under combined actions of head pressure and
tail suction of the wing-shaped overflowing wall surface. The reduction method for the basic wave current vibration of the
offshore wind power single pile has the advantages of enabling the pile foundation vibration to be reduced by more than 70 % and being simple in structure and convenient to achieve.