The construction method comprises the following steps that S1, steel beams are installed, specifically, hoops are installed at the tops of four original structural columns, the steel beams are connected to the ends of the hoops, the ends, away from the hoops, of the steel beams extend to the positions close to the columns to be pulled, and the steel beams are attached to the original structural beams; s2, temporary supporting columns are installed, specifically, the temporary supporting columns are installed on the periphery of the column to be pulled, and the temporary supporting columns bear the steel beam; s3, steel plate wrapping is performed, wherein the outer surface of the original structural beam is wrapped with a steel plate, and the steel plate is connected with the original structural beam through chemical anchor bolts; s4, the to-be-pulled column is
cut off, wherein after supporting is stable, a
cutting tool is used for
cutting off the to-be-pulled column; s5, a cross-shaped steel beam is mounted: after the to-be-pulled column is
cut off, mounting the cross-shaped steel beam on the bottom surface of the intersection of the original structural beams; s6, steel pouring glue is injected, specifically, the steel pouring glue is injected between the steel plate and the original structural beam; s7, the temporary supporting columns are dismantled; and S8, the stress and deflection of the composite beam are measured. The method has the advantages of being simple in construction procedure and reducing the
workload.