The invention discloses a method of supporting a large-height shear wall form. According to the technical scheme, the method includes firstly, tying rebars on the lower three-meter portion of a shear wall, erecting a form, and pouring concrete; secondly, removing the form; thirdly, placing a scaffold plate 400*50mm on each triangular support, and erecting a 1100mm high guard rail on an inserting head of each triangular support through scaffold steel pipes; fourthly, attaching double-sided adhesive tape to the top of the existing shear wall, tightly attaching the form to the existing shear wall, and placing the lower portion of the form on the triangular supports; fifthly, repeating the steps for both sides, pouring the concrete, maintaining, and removing the form. The method has the advantages that stress performance is good, the rigidity and strength of the form are guaranteed, the form is safe and reliable, over-standard deformation under the constructional load action of poured concrete is avoided, and the geometry of the constructed concrete can be accurate.