The invention relates to an
assembly type continuous
box girder hogging moment steel cable anchoring area structure and a construction method thereof. The
assembly type continuous
box girder hogging moment steel cable anchoring area structure comprises a prefabricated
box girder, a prefabricated box girder top plate thickened section which is thickened inwards is arranged on a prefabricated box girder top plate, and steel cable tensioning preformed grooves are formed in the prefabricated box girder top plate thickened section. Transverse and longitudinal
steel bar structures are arranged in the prefabricated box girder top plate thickened section. When the box girder is prefabricated, the parts, with the length within the length range of
hogging moment steel cables, of the box girder top plate and the parts, extending through tensioning notches 10-15 cm, of the box girder top plate are thickened, and a top plate thickened section of about 30 cm is arranged at the thickened
tail end fortransition to the
normal thickness; when the top plate is thickened inwards, the requirements of a round anchorage device in a hogging moment area for tensioning and anchoring are met, and the
assembly type continuous box girder hogging moment steel cable anchoring area structure has the advantages that the
bridge deck pavement space does not need to be occupied; load-carrying steel bars on the lower layer of the top plate cannot be
cut off, and the later-stage stress of the tensioning notches is improved; the steel cables are tensioned on the
bridge deck, and the requirements for arranging more steel cables are met; the structural force of the hogging moment area is improved, and tensioning and grouting are facilitated.