According to the problems of difficulty and high-risk during the actual process of construction existing in ordinary anchor anti-slide piles, a new type called “anchor anti-slide piles embedding in rock combined with implantation of round steels” is presented in this paper，that is combined with“concrete filling pile + round steels top beam anchor cables”.It not only can satisfy requirements of rock-embedded and the shearing strength, but also is easier to construct. this structure is introduced and its internal force is analyzed in this paper. The loaded segment using concrete filling pile is analyzed by the static equilibrium equation and the anchored segment using round steels is based on the principle of the foundation coefficient method. The example calculation proves that the theoretical analysis is right, and it has put the structure successfully into engineering practice. It has been patented.