The utility model discloses a double steel tube concrete flange composite beam with a concrete wing panel, wherein the section open shape of the beam is formed by connecting a web and an upper and lower flanges; the upper flange is parallel to the lower flange; the web is vertical to the upper and lower flanges; a trapeziform wave-shaped, sine wave-shaped or surface plate-shaped web is connected with the flanges by double sided fillet weld; the upper and lower flanges are steel tubes filled with high-performance self-compaction concrete; the upper part of the composite beam is a reinforced concrete plate; and the upper flange and the reinforced concrete plate are connected through a shear connector. The composite beam can replace the traditional hot rolling joist steel, H-shaped steel composite beam and welded joist steel composite beam, has the advantages of large torsional rigidity, fewer construction temporary facilities, low cost, large emergency capacity, good drawability, good aseismic performance and the like besides the advantages of the traditional composite beam, and provides a section combination form which can better give play to the advantages of the structural steel and the high-performance concrete, thus having wide application prospect in the bridge and combination structure fields.