In the offshore independent pier and abutment works, especially offshore wind farm fan-based independent high-pile piers, we must use steel pipe piles with great length, large diameter and good performance,so as to resist the great pulling force, big torque and shear stress. Considering the actual situation of Shanghai Donghai Bridge Offshore Wind Farm project pre-construction stage including great difficulty in construction and much single pile hammering, we start from the pile tip structure to seek for the more suitable structural types for offshore waters of Hangzhou bay, and thus improve the rate of pile driving.