The present invention discloses a temporary
diagonal brace reinforcement method suitable for
cantilever steel frames, which belongs to the technical field of building structure construction, and comprises the following steps: step one, hoisting and
welding the fixed end main beam and the
cantilever column of the reinforcement layer respectively, and hoisting multiple groups of fixed end main beams in parallel; step two,
welding the end plates at the
shear wall node position and the
cantilever column node position respectively, and
welding the two ends of the temporary
diagonal brace to the end plates at the two node positions respectively; step three, constructing the multi-span parts in the same way as the above steps, welding the end plates and temporary
diagonal braces of the corresponding span areas; step four, after the reinforcement layer structure is installed, installing the upper structure on the upper side of the reinforcement layer; step five, after the upper structure is installed,
cutting off all the end plates of the reinforcement layer, and removing them together with the temporary diagonal brace, and the reinforcement layer is transformed from a truss
system to a frame
system to reach a designed forming state. The present invention can solve the problem of inconvenience in cantilever
steel frame construction without temporary piers.