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The factory provides direct supply from the source and supports customized production, rapid setup, dismantling, and reuse. It is widely applicable to scenarios such as temporary construction sites, outdoor offices, temporary accommodation, and scenic area support. 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to Widen Prefabricated Panel Houses","how-to-widen-prefabricated-panel-houses-translation","2026-09-18T14:20:43.116Z","2026-09-18T14:20:43.140Z","**Widening prefabricated panel houses requires structural reinforcement and connection techniques, with core methods including section enlargement reinforcement and composite structure connection, while strictly adhering to construction specifications and safety standards.**\n\n![](https:\u002F\u002Fcaijing-img.oss-cn-hangzhou.aliyuncs.com\u002Fgallery\u002Fimport_1788379448350_2l0d1a68_c20d4052b1.jpg)\n\n### I. Core Methods for Widening Construction\n1. **Section Enlargement Reinforcement Method**  \n   - Add a **≥40mm thick reinforced concrete post-pouring layer** on the surface or bottom of the prefabricated panel to form a rigid floor. If pouring at the bottom of the panel, roughen the bottom (depth ≥5mm) and use the spraying method for construction to ensure the bond strength between the new and old concrete. The newly added concrete should incorporate **10% UEA expansion agent**, with a slump controlled at 180±20mm and a strength grade not lower than C35 to reduce shrinkage cracks.  \n   - This method enhances load-bearing capacity by increasing the cross-sectional area, suitable for scenarios where the original structure's load-bearing capacity is insufficient but space allows for thickening.\n\n2. **Composite Structure Connection Method**  \n   - For the widening section, use **prestressed concrete composite panels (thickness 120mm)** connected to the original structure through bar planting (Φ14 drilling, depth 150mm) and **Grade A modified epoxy resin structural adhesive** (tensile shear strength ≥10MPa) to ensure coordinated force between the new and old structures.  \n   - Fill the joints between the new and old panels with C35 fine aggregate concrete, with a steel bar anchorage length ≥10d (d being the steel bar diameter) to prevent cracking at the joints. This method is suitable for scenarios with significant widening amplitude and the need to maintain structural integrity.\n\n### II. Key Construction Procedures\n1. **Original Structure Treatment**  \n   - Roughen the connection areas (depth ≥5mm), remove loose dust, and apply an interface treatment agent (dosage 0.2kg\u002Fm²) to enhance the bond between the new and old concrete. For bar planting in walls, drill holes and then clean them with an air compressor until free of dust, with a hole dryness ≤3% to prevent adhesive failure.  \n2. **Support System Setup**  \n   - Erect a full-house scaffold with post spacing ≤1.2m, horizontal bar step spacing ≤1.8m, and place 50mm thick wooden planks (area ≥0.2m²) under the posts to ensure construction safety. Use 18mm thick multi-layer boards for formwork, with joint widths ≤2mm and surface flatness ≤3mm to prevent concrete leakage or surface defects.  \n3. **Material and Equipment Requirements**  \n   - The prefabricated panels should provide a 28d compressive strength ≥C40 test report, with surface crack widths ≤0.1mm to avoid construction with defects. Use a 25t truck crane for lifting (wire rope wear ≤10%) and a laser line projector with a verticality deviation ≤0.3mm\u002F10m to ensure construction precision.\n\n### III. Reinforcement and Enhancement Measures\n1. **Carbon Fiber Sheet Adhesion**  \n   - Adhere carbon fiber sheets along the span direction of the panel to the tensioned areas, with anchor points set at the top, which can increase load-bearing capacity by 10%-20% without adding weight to the original component, suitable for lightweight reinforcement needs.  \n2. **Load Path Alteration**  \n   - Add beams and columns at the bottom of the panel to form a \"beam-panel-column\" system, reducing panel bending moments, suitable for scenarios where the original structure's load-bearing capacity is severely insufficient, but requiring recalculation of structural load distribution.\n\n### IV. 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