The invention discloses a quick connection method for prefabricated steel
pipe constraint type steel concrete
pier columns and a cover beam. The method comprises the steps that when the steel
concrete cover beam is prefabricated, reserved holes used for connecting the two elements are formed in the portions, corresponding to the
pier columns, of the steel
concrete cover beam; at the bottom interfaces of the steel
pipe constraint type steel concrete
pier columns and the cover beam, profile steel
flange plates extend to the positions under stressed reinforcing steel bars arranged at the top of the cover beam, steel pipes at the peripheries of the pier columns do not extend, and steel bars connected with the cover beam need to be embedded in stand column sections at the top ends of the pier columns, wherein the anchorage length of the steel bars and the depth that the steel bars are embedded into the cover beam need to meet the related bridge
design specification construction requirements; transverse steel bars are arranged in profile steel
flange plate anchorage holes formed in the reserved holes of the cover beam in a penetrating mode and connected together with the steel bars arranged at the peripheries of the reserved holes of the cover beam, and concrete is poured in the reserved holes. According to the method, the problems that the construction occupation site is large, the construction period is long, part of connection work procedures are trouble, and
welding is difficult are solved, the connection reliability and
bearing capacity of this kind of bridge piers are guaranteed, and the resistance, the
shock resistance and the rigidity of the bridge piers are improved.