Fabricated self-resilient energy-dissipation double-steel-plate slotted shear wall structure

A fabricated self-resilient energy-dissipation double-steel-plate slotted shear wall structure, comprising:

• steel columns,
• H-shaped steel beams, and
• a shear wall assembly;
• wherein
• the steel columns are arranged on a left side and a right side of the shear wall assembly, and the H-shaped steel beams are arranged at an upper end and a lower end of the shear wall assembly;
• the shear wall assembly comprises a left group of slotted wall plates and a right group of slotted wall plates, wherein the left group of slotted wall plates and the right group of slotted wall plates are connected in an overlap manner through a plurality of first connecting plates;
• the shear wall assembly is connected with a first flange of each H-shaped steel beam of the H-shaped steel beams through an angle steel;
• connecting ring plate assemblies are fixed to an upper end of each steel column of the steel columns and a lower end of the each steel column;
• and each of the connecting ring plate assemblies comprises an outer ring plate, an inner ring plate and a short side plate, wherein the short side plate is arranged between the outer ring plate and the inner ring plate, and the short side plate is fixedly connected with the outer ring plate, the inner ring plate and the each steel column;
• the outer ring plate is connected with a second flange of a first side of the each H-shaped steel beam in the overlap manner through a second connecting plate, the inner ring plate is connected with the first flange of a second side of the each H-shaped steel beam in the overlap manner through a third connecting plate, and the short side plate is connected with a web of the H-shaped steel beam in the overlap manner through a fourth connecting plate;
• a long side plate is fixedly arranged on each of the steel columns between the connecting ring plate assemblies, and the long side plate is connected with the left group of slotted wall plates or the right group of slotted wall plates through a plurality of self-locking hasps;
• each of the plurality of self-locking hasps comprises a hasp base and a hasp member, wherein the hasp base is arranged on the long side plate, and the hasp member is arranged on the slotted wall plate, the hasp member comprises a connecting arm and a hasp, the hasp is a circular cylinder, a diameter of the hasp is greater than a width of the connecting arm, and the hasp base is provided with a hasp slot matched with the hasp and a groove matched with the connecting arm;
• and
• a plurality of pre-stressed steel strands are arranged on two sides of the long side plate, and each of two ends of each of the plurality of pre-stressed steel strands penetrates through the inner ring plate, the first flange of the second side of the H-shaped steel beam and the third connecting plate to be anchored to the third connecting plate.