The utility model discloses a quake-proof beam-column node column hoop structure which comprises a group of column ribs (2) penetrating through a floor template face (1). A group of inner hoop ribs is arranged on the inner sides of the group of column ribs (2), previously bound or welded outer hoop rib cages is arranged on the outer sides of the group of column ribs (2), X-direction beam ribs and Y-direction beam ribs horizontally penetrating through the column ribs (2) are arranged on the group of column ribs (2), and the X-direction beam ribs and the Y-direction beam ribs are vertically arranged. The quake-proof beam-column node column hoop structure has the advantages of being simple in structure and process and convenient to operate. Especially, design quality is effectively guaranteed, quality hazards affecting concrete construction are eliminated, and vertical reinforcement deviation is avoided. The quake-proof beam-column node column hoop structure resolves the problems that beam-column node stirrups are lack of binding, in sufficient in number and irrespective in gap, a few of stirrups are stacked together, a section has no stirrup and the like in a binding process due to the negative factors that nodes are small in size, and reinforcing bars are dense.