The utility model discloses a reinforced concrete column with local buckling constraint of longitudinal bars. The reinforced concrete column comprises a concrete column and a steel bar framework structure wrapped in the concrete column, wherein the steel bar framework structure comprises a plurality of longitudinal bars which are vertically arranged and stirrups which are arranged at intervals along the longitudinal direction and horizontally arranged around the longitudinal bars, and the reinforced concrete column is characterized in that a sleeve is further sheathed at the end part of each longitudinal bar, filling material is filled between the inner walls of the sleeves and the longitudinal bars, and the stirrups at the sleeves are connected and arranged on the outer sides of the sleeves. The sleeves are steel pipes. The filling material is mixed mortar material. The reinforced concrete column disclosed by the utility model has the advantages of simple structure and excellent anti-seismic effects, the anti-unstability capability of the reinforced concrete column is greatly enhanced and the reinforced concrete column can withstand greater earthquakes, therefore, the reinforced concrete column is particularly suitable for being popularized and applied in areas with high-intensity earthquakes.