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The specific methods are as follows**:\n\n![](https:\u002F\u002Fcaijing-img.oss-cn-hangzhou.aliyuncs.com\u002Fgallery\u002Fimport_1788376148532_gz8pyadu_89390f75ef.jpg)\n\n**1. Structural Safety Assessment**  \nBefore renovation, a professional agency should be commissioned to conduct a comprehensive inspection, focusing on checking the crack width of the prefabricated slabs (if exceeding 0.3 millimeters, epoxy resin grouting or carbon fiber reinforcement should be used) and the connection status with the ring beams (if the bolt corrosion rate exceeds 30%, they should be replaced with stainless steel bolts). At the same time, check whether the floor bearing capacity meets the current code requirements. If there is severe aging or deformation, a special reinforcement plan should be formulated.\n\n**2. Roof Renovation**  \nAfter removing the original wooden roof, the building height should be maintained unchanged, and a new concrete roof should be poured. 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Support System Construction**  \nDuring the construction phase, a dual protection system should be established:  \n- Temporary support: Set up Φ48*3.5 steel pipe supports every 1.2 meters along the length of the prefabricated slabs, with a pole spacing of not more than 1.0 meters  \n- Permanent reinforcement: Use h200*200 steel beams for underpinning at key nodes, and conduct shear calculations at the connections with the original structure  \n\n**5. Slab Joint Treatment**  \nImplement refined treatment for the detected cracks:  \n- For cracks with a width of 0.3-1.0 millimeters: Open a V-shaped groove and then grout with epoxy mortar  \n- For cracks with a width greater than 1.0 millimeter: Plant a two-way Φ6@200 steel bar mesh and pour C30 fine aggregate concrete  \n- The curing period should be not less than 14 days, during which no load should be applied  \n\n**6. Addition of Structural Columns**  \nAdd structural columns at key positions such as the four corners of the house and stairwells:  \n- Cross-sectional dimensions: 240*240 millimeters  \n- Reinforcement: 6Φ12 longitudinal rebars + Φ6@200 stirrups  \n- Set up a stepped joint at the connection with the floor and pour high-strength concrete  \n\n**7. Construction Sequence Control**  \nStrictly implement the principle of \"segmental demolition and symmetrical construction\":  \n- The area demolished in a single day should not exceed 30% of the total floor area  \n- Use water drilling for cutting instead of impact demolition  \n- Monitor the stress changes of the support system in real-time (the warning value is set at 80% of the design value)  \n\n**8. 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