The invention relates to the technical field of buildings, and particularly discloses an
energy consumption joint for connecting a prefabricated
shear wall and a
coupling beam and an
assembly method of the
energy consumption joint. The
energy consumption joint comprises a slotted steel plate, a damping steel plate, I-shaped steel, a first end plate, a second end plate, a base plate and high-strength friction type bolts, the slotted steel plate is arranged on the end face of a prefabricated
coupling beam, the slotted steel plate and the prefabricated
coupling beam are integrally prefabricated and formed, and the damping steel plate is perpendicular and fixedly connected with the prefabricated
coupling beam through the bolts; a
brass friction plate is arranged between the contact surfaces of the steel damping plate and the prefabricated
coupling beam, the end part of the steel damping plate is welded with the end plate, and the other end part of the I-shaped steel and the prefabricated
shear wall are integrally prefabricated. A wall body and the connecting beam are prefabricated, mechanical connection of the wall body and the connecting beam is achieved through the slotted steel plate, the damping steel plate, the I-shaped steel, the base plate and the like, an energy dissipation joint
assembly can deform towards the energy dissipation
assembly during an earthquake,
earthquake energy is dissipated, and therefore the excellent energy dissipation and shock absorption effects are achieved.