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Typically, buildings constructed with these panels do not exceed six floors. In rural self-built houses, a common hybrid structure is observed, featuring a **prefabricated panel first floor and a cast-in-place second floor**. This approach retains the economic benefits of prefabricated panels while enhancing structural stability through the cast-in-place layer.  \n\n### Drawbacks  \n1. **Insufficient Service Life and Earthquake Resistance**: Early prefabricated panel houses were designed with a service life of less than 20 years. Many existing houses have now exceeded this lifespan, commonly exhibiting issues such as building cracks and water leakage. Their earthquake resistance is low, making them prone to overall collapse during earthquakes due to weak node connections.  \n2. **Outdated Layout and Performance**: The floor plans, lighting, and ventilation conditions of prefabricated panel houses are generally poor, and the walls and floors are difficult to modify. Their thermal and sound insulation performance is weak, resulting in low living comfort due to thin walls and poorly sealed windows.  \n3. **Prominent Quality Hazards**: Inferior prefabricated panels have insufficient load-bearing capacity (standard panels can bear 4 tons, while inferior ones only 2 tons). Some products lack internal steel reinforcement, making them prone to fracture and collapse under long-term use or external impact.  \n\n### Service Life  \nThe **designed reasonable service life of rural second-floor prefabricated panel houses is typically 30 to 50 years**, but the actual lifespan is influenced by multiple factors:  \n- **Quality and Construction**: Houses built with qualified materials and standard construction practices have a longer lifespan. Conversely, the use of inferior prefabricated panels or construction defects (such as loose node connections) can shorten the lifespan to less than 20 years.  \n- **Environment and Maintenance**: A dry environment can delay structural aging, while humid and corrosive environments accelerate steel corrosion and concrete deterioration. Regular maintenance (such as repairing cracks and waterproofing) can extend the service life.  \n\n### Reinforcement Methods  \nTo address the risk of prefabricated panel fracture, the following reinforcement techniques can be employed:  \n1. **Section Enlargement Reinforcement Method**: Increase the load-bearing capacity and stiffness of the prefabricated panels by adding a reinforced concrete layer on their surface.  \n2. **Carbon Fiber Sheet Bonding Reinforcement Method**: Utilize the high-strength properties of carbon fiber sheets, bonding them to the underside of the panels with structural adhesive to enhance bending resistance.  \n3. **Structural Load Path Alteration Reinforcement Method**: Reduce the span of individual prefabricated panels by adding supports or beams, thereby lowering the risk of fracture.  \n\nIf the house shows significant signs of aging or damage, it is advisable to commission a professional institution to conduct a structural safety assessment and select an appropriate reinforcement plan based on the assessment results.",false,{"id":211,"documentId":212,"name":213,"alternativeText":214,"caption":27,"focalPoint":27,"width":119,"height":119,"formats":215,"hash":234,"ext":122,"mime":125,"size":235,"url":236,"previewUrl":27,"provider":147,"provider_metadata":27,"createdAt":237,"updatedAt":237,"publishedAt":237},25609,"p8xj6johkw45mhy1wh9e6u1m","import_1788376302907_b1wtcwli_3e65e00e26.jpg","Container House Roof 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