The invention relates to an industrialized assembly type pillar-running-through beam
solid-web steel structure frame eccentric
support system, and belongs to the technical field of
structural engineering. The
structural system is formed by
assembly type floor slabs,
assembly type stand columns and eccentric supporting members in an assembled mode through bolts. Each assembly type
floor slab comprises a section steel beam and a slab, each section steel beam is connected with other section steel beams or other stand columns through a beam end close plate and a cover plate on the beam to form a beam slab
steel frame structure, and then each slab is placed on one beam slab
steel frame structure and connected with the beam slab
steel frame structure to form an assembly type beam slab. The assembly type beam slabs are prefabricated in a factory, at the construction field, the assembly type beam slabs are mutually connected with
beam column nodal points in a splicing mode through the beam end close plates and the cover plates on the beams of the assembly type beam slabs, the assembly type stand columns run through the
beam column nodal points, and on the basis of multiple
layers of beam slab steel frame structures, the eccentric supporting members are connected to the bottoms or the tops of the section steel beams in a frame structure beam slab layer to serve as lateral load resisting members. Field assembly is carried out by complete adoption of the bolts, and a traditional field
welding mode and a traditional concrete pouring mode are canceled.