The invention relates to an energy dissipation
beam column joint for a building steel structure. The energy dissipation
beam column joint comprises a frame
beam column, T-shaped connection parts, a
viscous friction damper, a small I-shaped steel connection part, a
metal energy dissipation bar and the like. Connection of the beam end comprises the upper T-shaped connection part, a frame beam, the small I-shaped steel connection part, the
viscous friction damper and the lower T-shaped connection part. Except that the
viscous friction damper and the small I-shaped steel connection part as well as the lower T-shaped connection part are bonded through strong glue, the others are all connected through high-strength bolts. The upper T-shaped connection part and the lower T-shaped connection part are connected with the frame beam through high-strength bolts. The whole
metal energy dissipation bar penetrates through the lower
flange of the frame beam to the lower T-shaped connection part and is fixed through a nut. When horizontal seismic force is small, the viscous friction damper can provide certain lateral resisting stiffness. When horizontal seismic force is large, relative sliding occurs to all
layers of the viscous friction damper, the
metal energy dissipation bar is driven to be subjected to bending deformation, joint energy dissipation is achieved, and a mixed energy dissipation
system is formed. The energy dissipation beam column joint is simple in structure, significant in energy dissipation and seismic mitigation effect and suitable for various connection positions and does not occupy additional space.