The invention belongs to the technical field of anti-floating anchors of
building construction, and relates to a method for improving the
shear strength of an interface of an inner anchorage section and an outer anchorage section of a
nonmetal anti-floating anchor. According to the method, a steel arm is additionally mounted on an anchor body, at the inner anchorage section and the outer anchorage section, of the
nonmetal anti-floating anchor, is a seamless steel
pipe, and is tightly connected with the anchor and a bottom plate of a building (structure) at the outer anchorage section, tightly connected with the anchor and
mortar at the inner anchorage section, and tightly bonded on the outer side of a GFRP (
Glass Fiber Reinforced
Polymer) anchor; since the rigidity of the seamless steel
pipe is higher, the defect of lower
transverse shear strength of the GFRP anchor is overcome; the steel arm can provide the sufficient
transverse shear strength under the action of horizontal load; and therefore, the purpose of limiting the
transverse shear deformation of the GFRP anchor is achieved. The method is simple to operate, low in cost, high in reliability, and good in economic benefit, and has prominent substantial characteristics and significant progress, required devices are simple and easy to obtain, and the mounting and construction are convenient.