The utility model discloses a self-recovery, energy consumption and easy repair hybrid fabricated concrete shear wall which comprises an upper layer prefabricated shear wall plate and a lower layer prefabricated shear wall plate. Partial unbonded pulp anchor steel bars are arranged inside the lower layer prefabricated shear wall plate. Metal bellows which abut against the vertical steel bars of the upper layer prefabricated shear wall plate are arranged inside the upper layer prefabricated shear wall plate. Fastening closed stirrups are adopted to serve as edge component stirrups of the upper layer prefabricated shear wall plate and the lower layer prefabricated shear wall plate. Prestressing tendon ducts are reserved in the middle portions of the upper layer prefabricated shear wall plate and the lower layer prefabricated shear wall plate. The prestressing tendon ducts penetrate through an unbonded prestressed steel bar exerting a certain prestress. An upset head anchor is arranged at the anchoring end of the unbonded prestressed steel bar. A clamping piece anchor is arranged at the stressing end of the unbonded prestressed steel bar. The partial unbonded pulp anchor steel bar is inserted into the metal bellows. The self-recovery, energy consumption and easy repair hybrid fabricated concrete shear wall solves the technical problems that a traditional fabricated concrete shear wall is large in plastic deformation, low in energy-dissipating capacity, difficult to repair after vibration and the like.