The invention discloses a fabricated wall-plate abutted seam shear connection
system, and belongs to the technical field of fabricated concrete structures. According to the
system, a local vertical hole channel penetrating through a wall-plate interface is formed near a horizontal abutted seam of a prefabricated
shear wall and a prefabricated
floor slab or a laminated slab, steel bearing plates are arranged at the upper end and the lower end of the hole channel, a high-strength prestress pull rod is arranged in a penetrating mode, the two ends of the hole channel are locked through anchorage devices and nuts, and the adjustable
axial pressure device with the
stroke compensation capacity is formed. The
axial pressure device is arranged near the connecting box or the sleeve grouting connecting piece, and the
shear friction bearing capacity and the energy dissipation capacity are improved. In the construction stage, target
axial pressure is set by tightening a nut, and axial pressure attenuation caused by prestress loss and interface
cracking is compensated. The
axial compression ratio passively formed by the whole structure is converted into the local normal pressure capable of being designed in the node layer, and the method is suitable for different design of
shear resistance of different wall section interfaces and is different from a traditional prestress
system crossing the whole wall.