The utility model relates to a disengagement structure at the collision position of a
retaining wall and a
plant structural column, which comprises the
retaining wall, a
retaining wall foundation, a plurality of structural columns and a structural column foundation, a structural column foundation
cushion layer is arranged at the bottom of the structural column foundation, the structural columns are arranged at the top of the structural column foundation, a gravel
cushion layer is arranged at the top of the structural column foundation, and the structural columns are arranged in the retaining wall. The retaining wall and the structural column are equal in height, the retaining wall is vertically flush with the outer vertical face of the structural column, a vertical deformation joint is arranged between the retaining wall and the side wall, in the longitudinal direction, of the structural column, an extruded sheet is arranged in the vertical deformation joint, a retaining wall foundation
cushion layer is arranged at the bottom of the retaining wall foundation, the retaining wall is arranged at the top of the retaining wall foundation, and the retaining wall foundation cushion layer is arranged at the top of the gravel cushion layer. While reasonable stress of the retaining wall and the
plant structural column is guaranteed, construction is further simplified,
raw material consumption and
plant use space are saved, and the whole structure has better feasibility and safety.