The invention relates to a suspension bridge cable bent tower beam non-support construction method. The method includes the steps that when tower columns of a cable bent tower are constructed to the position where a beam is preset, truss connecting pieces are pre-buried in the tower columns, and brackets are installed below the connecting pieces; the brackets are used for supporting, an operating platform is erected, and assembly of soffit formworks of the beam is completed on the operating platform; a steel truss is welded, the two ends of the steel truss are welded with the truss connecting pieces on the two tower columns respectively, a suspension system is installed on the steel truss, and the suspension system is used for lifting the soffit formworks to the bottom surface of a base plate of the beam for elevating; then beam base plate rebar binding, base plate concrete pouring, beam web rebar binding, web concrete pouring, beam crown plate rebar binding and crown plate concrete pouring are sequentially conducted, and beam pouring construction is completed. The steel truss is used as a temporary supporting and load-carrying structure in the construction process, and after the construction is completed, the steel truss becomes a part of the beam.