The utility model relates to a herringbone support
steel frame. The method is suitable for the technical field of building structure
engineering. According to the technical scheme, the
steel frame comprises a
steel frame body which comprises a steel beam,
steel columns and steel supports, the
steel columns are perpendicularly connected to the two ends of the steel beam, and the steel supports which are symmetrically arranged are obliquely connected between the middle bottom of the steel beam and the bottoms of the inner sides of the
steel columns; a first joint close to the symmetric center line of the steel beam and a second joint far away from the symmetric center line of the steel beam are respectively formed between the two sides of the steel support and the bottom of the steel beam through the steel support
flange plates; the inclined stiffening plate structures are arranged in the middle of the steel beam in an inclined mode, the arrangement positions of the inclined stiffening plate structures correspond to the first connecting positions, the inclined stiffening plate structures are symmetrically arranged about the symmetrical center line of the steel beam, and the included angle opening direction of the inclined stiffening plate structures is consistent with the included angle opening direction of the steel support; and the vertical stiffening plate structures are arranged in the middle of the steel beam and are vertically arranged, the arrangement positions correspond to the second connecting positions, and the vertical stiffening plate structures are symmetrically arranged about the symmetric center line of the steel beam.