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Ofrecemos suministro directo desde la fábrica, soportamos producción personalizada, montaje rápido y reutilización, siendo ampliamente aplicable en escenarios como construcciones temporales en obras, oficinas al aire libre, alojamiento provisional y equipamiento de zonas turísticas. Con calidad confiable y eficiencia en plazos, atendemos proyectos personalizados de viviendas prefabricadas tanto nacionales como internacionales.","xianglele@ehang-cross.com","+8619092593611 ","8619092593611 ","2026-08-24T14:22:44.236Z","2026-09-21T15:23:46.721Z","2026-09-21T15:23:46.774Z","Zhejiang, China","Fábrica de viviendas prefabricadas para navegación, contenedores de vivienda, baños móviles, viviendas simples de ensamblaje rápido",{},{"data":199,"meta":239},[200],{"id":201,"documentId":202,"title":203,"slug":204,"excerpt":10,"createdAt":205,"updatedAt":205,"publishedAt":206,"locale":207,"content":208,"seo_title":10,"seo_description":10,"seo_keywords":10,"isRecommend":209,"cover":210,"category":10},353142,"fsdfpmj80beele5uupwwd9wc","Renovation Methods for Prefabricated Panel Houses","prefabricated-panel-house-renovation-methods","2026-09-18T14:30:07.389Z","2026-09-18T14:30:07.412Z","en","**The renovation of prefabricated panel houses requires systematic handling from multiple aspects such as structural reinforcement and functional upgrades. The specific methods are as follows**:\n\n![](https:\u002F\u002Fcaijing-img.oss-cn-hangzhou.aliyuncs.com\u002Fgallery\u002Fimport_1788392959316_82mh4gbu_8e017e4359.jpg)\n\n**1. Structural Safety Assessment and Treatment**  \nBefore renovation, a professional agency should be commissioned to conduct a comprehensive structural inspection, focusing on the crack width of the prefabricated panels (grouting repair or carbon fiber reinforcement is required if exceeding 0.3 mm) and the connection status with the ring beams (bolts with a rust rate exceeding 30% need to be replaced). At the same time, the bearing capacity of the walls should be evaluated, and if local settlement or inclination is found, rectification should be prioritized.\n\n**2. Roof System Renovation**  \nAfter removing the original wooden roof, while maintaining the original building height, a new reinforced concrete roof should be poured (the recommended thickness is ≥120 mm). A two-way steel bar mesh (diameter ≥8 mm, spacing ≤200 mm) should be set up, and space should be reserved for the construction of the waterproof layer. After renovation, the roof can accommodate the laying of various materials such as tiles and metal panels.\n\n**3. Exterior Wall Reinforcement and Renewal**  \nAfter removing the original facing tiles, the wall should be cleaned with a high-pressure water gun to remove the loose surface layer. The planting bar technology (steel bar diameter ≥10 mm, spacing ≤600 mm) should be used in combination with high-strength grouting material (strength grade ≥C30) to enhance the overall integrity of the wall. For the exterior finish, it is recommended to use breathable coatings or lightweight composite panels to reduce the load and improve thermal insulation performance.\n\n**4. Support System Construction**  \nDuring the construction phase, steel pipe supports (diameter ≥108 mm, wall thickness ≥4 mm) should be set up every 1.2 meters along the length of the prefabricated panels, and H-shaped steel beams (cross-section ≥200×200 mm) should be used for underpinning at key nodes. The support system needs to be verified for its bearing capacity through finite element analysis, and settlement data should be monitored in real-time during construction (allowable deviation ≤3 mm\u002Fday).\n\n**5. Special Treatment of Panel Joints**  \nAfter removing the original joint-filling material, No. 6 deformed steel bars (spacing ≤300 mm, anchorage length ≥15d) should be implanted, and C30 fine aggregate concrete (slump controlled between 140-160 mm) should be poured. During the curing period, a moisture-retaining film should be covered, and the curing time should be no less than 14 days to ensure that the concrete strength reaches more than 90% of the design value.\n\n**6. Addition of Structural Columns**  \nStructural columns (cross-section 240×240 mm) should be added at key locations such as the corners of the house and stairwells. The longitudinal reinforcement should consist of six No. 12 steel bars, and the stirrups should be No. 8 steel bars (spacing ≤200 mm). The structural columns need to be connected to the floor slab using planting bars (steel bar diameter ≥12 mm, depth ≥15d), and an immersion vibrator should be used for dense concrete pouring.\n\n**7. Functional Upgrade and Renovation**  \n- **Sound Insulation Optimization**: Add 50 mm thick sound-absorbing cotton (NRC ≥0.85) to the walls and replace the windows with double-glazed units (6+12A+6 configuration).  \n- **Aging-Friendly Renovation**: Install continuous handrails (height 900 mm) in the stairwells and reserve space for the installation of barrier-free facilities in the bathrooms.  \n- **Intelligent Upgrade**: Pre-embed pipeline channels to provide conditions for the subsequent installation of a smart home system.  \n\nDuring the renovation process, it is necessary to strictly comply with the \"General Code for Appraisal and Reinforcement of Existing Buildings\" GB55021-2021. The daily demolition area should be controlled within 30% of the total floor area, and destructive demolition methods such as heavy hammer impact are prohibited.",false,{"id":211,"documentId":212,"name":213,"alternativeText":214,"caption":10,"focalPoint":10,"width":215,"height":215,"formats":216,"hash":235,"ext":106,"mime":109,"size":236,"url":237,"previewUrl":10,"provider":131,"provider_metadata":10,"createdAt":238,"updatedAt":238,"publishedAt":238},13720,"sh98yoxtiee0cfstuov7borx","import_1788392959316_82mh4gbu_8e017e4359.jpg","Qiuxian Building Container 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