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Special treatment is required if the crack width exceeds 0.3 millimeters. At the same time, the connection status between the prefabricated panels and the ring beams should be checked, and bolts with a rust rate exceeding 30% should be replaced. In terms of **exterior wall treatment**, the original exterior wall tiles should be removed, repainted, and reinforced with steel bars and grouting to enhance the load-bearing capacity and tensile properties of the walls. During the **construction preparation** phase, a temporary support system should be erected, with steel pipe supports placed every 1.2 meters along the length of the prefabricated panels. Key nodes should be supported with H-shaped steel beams, with a beam section of no less than 200*200 millimeters. When **treating panel joints**, the original filling materials should be removed, No. 6 threaded steel bars should be implanted, and C30 fine aggregate concrete should be poured. 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