This invention discloses a composite
steel frame connection structure and method for a flat beam-wall panel-
column structure. In the column-column and beam-column composite connection
system, the
steel columns and flat beams are made of hot-rolled steel and can be prefabricated in the factory. After being transported to the site, they are connected using composite connectors and high-strength bolts. The beam-slab composite connection
system tightly connects the prefabricated
floor slab and flat beams through embedded parts in the steel beams, pre-reinforced steel bars in the floor slabs, threaded shear fasteners, and a portion of cast-in-place concrete, enabling both to share loads and deform collaboratively. The modular walls of the composite wall composite connection
system consist of expanded clay concrete filling material and a wall skeleton, connected to the flat beams and multifunctional embedded parts on the
steel columns. Adjacent composite walls are connected by
mortise and tenon joints on cold-formed thin-walled steel units at both ends. This invention meets the overall load-bearing, energy-saving, and
seismic resistance requirements of modern prefabricated building systems, significantly improving construction efficiency and ensuring construction quality.