Suspension scaffold at gable at sloping roof eaves of high-rise building, and construction method thereof

Disclosed are a suspension scaffold at a gable at a sloping roof eaves of a high-rise building, and a construction method thereof. The suspension scaffold comprises overhang horizontal rods, inner rods, large transverse rods, vertical rods, small transverse rods, scaffold boards, a horizontal safety mesh, a facade safety mesh, facade large meshes, and wire ropes. The overhang horizontal rods include an upper row and a lower row. The inner ends of the overhang horizontal rods pass through exterior wall water-drill boreholes to be firmly locked to the inner rods. The large transverse rods and the vertical rods are erected in an inner row and an outer row outside an exterior wall. The lower large transverse rods are erected on the upper and lower rows of overhang horizontal rods. The lower portions of the vertical rods are firmly locked to the large transverse rods. The small transverse rods are connected between the inner and outer rows of vertical rods. The scaffold boards are laid on the lower row of overhang horizontal rods. The suspension scaffold and the construction method thereof have the advantages that construction safety, fast construction, easily guaranteed quality and low comprehensive cost are guaranteed; the problems in construction and protection of eaves of sloping-proof high-rise buildings are solved well; construction is safe, economical and fast, and construction quality is easily guaranteed.