The invention discloses a static
drill squeezed
branch and
pipe pile combined
pile type. The static
drill squeezed
branch and
pipe pile combined pile type comprises a
pipe pile, a squeezed
branch pile and an expanded pile, wherein the outer wall of the pipe pile is sleeved with the squeezed branch pile, and the expanded pile is connected with the end of the squeezed branch pile. The pipe pile is a hollow pipe. The pipe is filled with
cement soil, and the
solid pipe pile is formed. The squeezed branch pile comprises a squeezed branch pile body and squeezed branches distributed on the squeezed branch pile body at equal intervals in the axial direction. The squeezed branch pile is a
cement soil pile. The expanded pile is an expanded concrete pile body. According to the static
drill squeezed branch and pipe pile combined pile type, part of a soil body is extruded to the hole wall, the pile side friction is increased,
discharge of an original soil body is reduced, meanwhile part of the residual soil body is dug out, a large-
caliber pile foundation is formed, and the pile foundation bearing force is improved; then the squeezed branches are arranged, pre-pressure is applied to the side wall, the contact area of the combined pile and the soil is increased, the effective area of the pile body is increased, and the bearing force of the combined pile is improved; and then
expansive concrete is pressed into a pile end expanded hole to form pre-pressure on the pile end, and the
bearing capacity of the pile end is further improved.