The invention discloses an integral mounting method for a bearing platform reinforcing
steel bar component, which comprises the following steps: S1, straightening
pile head reinforcing steel bars, and binding a bearing platform foundation reinforcing
steel bar mesh on a bearing platform concrete
cushion layer; s2, three-dimensional scanning measurement is conducted on
pile head steel bars and a bearing platform concrete
cushion layer, a
pile head
steel bar and bearing platform bottom layer steel bar model is established according to the measurement result of the bearing platform bottom layer steel bar model, optimization arrangement is conducted on bearing platform bottom layer steel bars, and a steel bar non-
equidistant distribution construction drawing of a bearing platform bottom layer steel bar mesh is obtained; s3, according to the steel bar unequal-distance distribution construction drawing, a bearing platform steel bar component is manufactured; s4, the bearing platform reinforcing steel bar component is hoisted and lowered to the bearing platform foundation reinforcing steel bar net; s5, a pouring formwork is installed, and
pier body reserved longitudinal bars and stirrups are bound in a scattered mode; and finally, bearing platform concrete is poured and maintained. The constraint problem of the pile head steel bars on the
pier site is considered, the distance between the steel bars of the bearing platform is adjustable and controllable, the concrete
protection layer of the bearing platform meets the requirement, and the construction quality and effect of the bearing platform are effectively improved.