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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","es","Zhejiang, China","Fábrica de viviendas prefabricadas para navegación, contenedores de vivienda, baños móviles, viviendas simples de ensamblaje rápido",{},{"data":21,"meta":193},[22,39,47,55,63,78,86,94,102,110,150],{"id":23,"documentId":24,"name":25,"slug":26,"description":27,"createdAt":28,"updatedAt":28,"publishedAt":29,"locale":16,"parent":30,"children":38,"cover":27},434,"jgl16pgiujilzypxh7w1dvsf","Casas Contenedor Desmontables y de Paquete 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to Modify Walls in Prefabricated Slab Houses","prefabricated-slab-house-wall-modification","2026-09-19T10:19:54.103Z","2026-09-19T10:19:54.126Z","en","**Modifying walls in prefabricated slab houses requires strict adherence to structural safety principles, prioritizing the use of lightweight materials, controlling loads, and incorporating professional reinforcement plans. The specific operational points are as follows**:  \n\n![](https:\u002F\u002Fcaijing-img.oss-cn-hangzhou.aliyuncs.com\u002Fgallery\u002Fimport_1788796893140_954xt4qb_ccfad2c058.jpg)\n\n### 1. Material Selection and Thickness Control  \nWhen modifying walls, **lightweight materials must be selected** to reduce the load pressure on the prefabricated slabs. Recommended options include aerated concrete blocks (with a density of approximately 500-700 kg\u002Fm³) or light steel keel gypsum boards (with a self-weight of only 10-15 kg\u002Fm²), which are only 1\u002F3 to 1\u002F5 the weight of traditional red bricks. **The wall thickness must be strictly controlled within 120 mm**, as excessive thickness will significantly increase the slab's bending moment, leading to cracking at the mid-span or supports of the prefabricated slabs. For example, the line load of a 120 mm thick aerated concrete block wall is approximately 0.72 kN\u002Fm (calculated per meter height), which is well below the design load-bearing capacity of the prefabricated slabs.  \n\n### 2. Reinforcement Plans for New Walls  \nIf partition walls need to be added on the prefabricated slabs, **direct stacking of materials is prohibited**, and a reinforcement design by a professional structural engineer must be incorporated. Common plans include:  \n1. **Adding Steel Beams Under the Slab**: Install H-section steel or I-beam steel beams beneath the prefabricated slabs, connecting them to the original structure with chemical bolts to transfer the wall load to the main beams or load-bearing walls;  \n2. **Local Slab Reinforcement**: Reinforce the prefabricated slabs at the locations corresponding to the new walls by adhering carbon fiber sheets or steel plates to enhance the slab's bending resistance;  \n3. **Distributed Load Design**: Use lightweight partition walls combined with distributed column structures to avoid concentrating the load on a single prefabricated slab.  \n\n### 3. Construction Prohibitions and Wiring Specifications  \n1. **Prohibition of Random Slotting**: Prefabricated slabs are prefabricated components, and slotting on their surface will cut through the longitudinal reinforcement, compromising the structural integrity. If wiring is required, **slotting must be done along the slab joints** (where there are no main reinforcement bars) or open wiring channels must be used;  \n2. **Avoid Concentrated Loads**: The location of new walls should avoid the middle third of the prefabricated slab span (where the bending moment is greatest) and should preferably be close to the supports;  \n3. **Prohibition of Removing Prefabricated Slabs**: Prefabricated slabs are the main load-bearing components of the house, and their removal will lead to the failure of the structural system, posing a risk of collapse.  \n\n### 4. Pre-Modification Inspection and Assessment  \nBefore modification, **a professional institution must be commissioned to conduct a structural inspection**, focusing on assessing the remaining load-bearing capacity, crack conditions, and reinforcement integrity of the prefabricated slabs. If the inspection reveals any of the following issues with the prefabricated slabs, reinforcement should be prioritized:  \n- Crack width on the slab surface > 0.3 mm;  \n- Mid-span deflection > L\u002F250 (where L is the slab span);  \n- Section loss due to steel bar corrosion > 10%.  \nReinforcement methods include external prestressing reinforcement and section enlargement, among others, and specific plans should be formulated by engineers based on the inspection report.",false,{"id":211,"documentId":212,"name":213,"alternativeText":214,"caption":27,"focalPoint":27,"width":215,"height":215,"formats":216,"hash":235,"ext":122,"mime":125,"size":236,"url":237,"previewUrl":27,"provider":147,"provider_metadata":27,"createdAt":238,"updatedAt":238,"publishedAt":238},14956,"va9c2zvru6pehs32lvnqkjyb","import_1788796893140_954xt4qb_ccfad2c058.jpg","Why Use Modular Containers for Creative 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