A series of experiments were carried out to determine the process parameters of steel fiber reinforced concrete centrifugal forming. The effects of centrifugal time, centrifugal acceleration, coarse aggregate grading, steel fiber length and volume ratio on the distribution pattern of steel fiber in the cross section and longitudinal section of components were studied through the section test of centrifugally formed ring-section steel fiber concrete specimen, and the range of parameters for the application of centrifugally formed steel fiber concrete to the pole of power transmission line was determined To provide scientific research basis.