The invention discloses a bolted connection technique for a prefabricated large plate
shear wall provided with a concealed bracing. The
shear wall comprises an upper prefabricated concrete large plate provided with concealed bracing bars, a lower prefabricated concrete large plate provided with concealed bracing bars and cast-in-place concrete. Each prefabricated concrete large plate provided with concealed bracing bars comprises a preserved
rabbet, two-corner notches, a protruding notch, a steel
wire gauze sheet, distributing bars, embedded column longitudinal bars and stirrups, a square
steel tube, an X-shaped steel inclined strut, an inner connecting steel plate and an outer connecting steel plate, wherein the vertical distribution bars are arranged on the two-corner notch at the lower end, the steel
wire gauze sheet, the outer connecting steel plate, the inner connecting steel plate provided with tapping threaded holes, and the vertical distribution bars are arranged in the area of the protruding notch, the two-corner notches are indirectly connected in a lapping mode through the upper layer and lower layer of vertical bars, the middle protruding notch is inserted into the preserved
rabbet in the top end of the lower layer of the
shear wall through the upper layer of the shear wall, and then the inner connecting steel plate is connected with the outer connecting steep plate through a high-strength bolt by taking the inner connecting steel plate as a nut. Vertical connection integrity is high, construction is easier and more convenient,
bearing capacity is greatly improved, and a remarkable strong node and weak component effect can be generated by the structure.