The steel concrete composite pile combines the low cost of concrete pipe pile and good flexibility of steel pipe pile,and achieves the purpose of reducing the cost under the premise of meeting the project quality requirement.The design method of lifting steel concrete composite pile with six lift points is derived and compared with field test,based on which,the parameter sensitivity of lifting pile is discussed.Meanwhile,this paper analyzes the similarities and differences between six and four lift points based on field test.The study may serve as reference for the lifting technology of the steel concrete composite pile.