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Common configurations are as follows**:\n\n![](https:\u002F\u002Fcaijing-img.oss-cn-hangzhou.aliyuncs.com\u002Fgallery\u002Fimport_1788376146378_5k7epebw_513f9b9e9e.jpg)\n\n**1. Prefabricated Hollow Slabs**  \n- **Main Tension Rebars**: Located in the tension zone at the bottom of the slab, typically configured with 4-8 hot-rolled rebars (such as HPB300 or HRB400), with diameters ranging from 6-12mm. For example, a hollow slab that is 1200mm wide and spans 4m may use 6 main rebars with a diameter of 8mm.  \n- **Distribution Rebars**: Used to resist temperature and shrinkage stresses, with diameters of 6-8mm and spacing of 150-300mm, arranged along the width of the slab.  \n- **Prestressed Rebars**: If prestressing technology is used, 2-4 high-strength steel strands (with diameters of 9.5-15.2mm) may be employed, partially or fully replacing the main tension rebars to enhance crack resistance.\n\n**2. Prefabricated Solid Slabs**  \n- **Bidirectional Tension Rebars**: Tension rebars are arranged in both the longitudinal and transverse directions of the slab, typically at a density of 6-10 rebars per meter, with diameters of 8-12mm, to withstand bidirectional loads.  \n- **Structural Rebars**: With diameters of 6-8mm and spacing of 200-300mm, used to control crack widths and improve durability.  \n- **Additional Rebars**: In areas of concentrated stress (such as supports), 2-4 additional rebars may be added to enhance local load-bearing capacity.\n\n**3. Special-Purpose Prefabricated Slabs**  \n- **Bridge Deck Slabs, Wall Panels, etc.**: The number of rebars significantly increases. For example, bridge prefabricated slabs may be configured with 10-20 main rebars (with diameters of 10-16mm), supplemented by dense distribution rebars and shear rebars (such as stirrups) to cope with complex load conditions.  \n- **Shear Design**: In areas with high shear forces (such as beam-column joints), stirrups or bent-up rebars need to be added, with spacing and diameters determined through calculation.\n\n**4. Prefabricated Slabs for Houses with a Clear Span of 5.2m × 4.2m**  \n- **Main Rebars**: It is recommended to use HRB400-grade deformed steel bars, with diameters of 10-12mm and spacing of 100-150mm, to meet the load-bearing requirements of the large span.  \n- **Distribution Rebars**: Options include 8-10mm rebars with spacing of 150-200mm, tied with the main rebars to form a rebar mesh.  \n- **Edge Reinforcement**: Radiating rebars or additional negative moment rebars need to be added at the corners of the slab to prevent cracking due to stress concentration.\n\n**5. 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