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Currently, there is no unified complete example for residential buildings, but the key points for reinforcement of common components are as follows**:  \n\n![](https:\u002F\u002Fcaijing-img.oss-cn-hangzhou.aliyuncs.com\u002Fgallery\u002Fimport_1788417983627_qj26egy1_2ec848a78d.png)\n\n**1. Reinforcement of the bottom plate of laminated slabs**  \nAccording to the drawing collection of the standard bottom plate for prestressed concrete steel tube truss laminated slabs (part of the series of standard prefabricated concrete components for assembled residential buildings in Sichuan Province), the reinforcement drawing of the bottom plate of laminated slabs should clearly specify the arrangement of steel bars. **Key parameters include the diameter, spacing, anchorage length, and position of prestressed bars** of the steel bars. For example, the bottom plate may adopt a two-way stressed steel bar mesh, and the spacing of the steel bars should meet the requirements for the load-bearing capacity and crack control of the floor slab. The reinforcement drawing should be used in conjunction with the component template drawing, which indicates the external dimensions of the bottom plate (such as length, width, and thickness) and the positions of embedded parts, but **does not directly reflect the arrangement of steel bars**.  \n\n**2. Reinforcement of prefabricated bent frames columns**  \nThe reinforcement drawing of columns in a reinforced concrete prefabricated bent frames factory building usually divides the cross-sections according to different parts of the columns (upper column, corbel, column body, and column base) and indicates the following information:  \n- **Stirrup number**: Specify the type (such as rectangular or spiral stirrups), diameter, and spacing of the stirrups. For example, the column base may adopt densified stirrups to improve shear resistance.  \n- **Longitudinal steel bar number**: Indicate the quantity, diameter, and arrangement of the main steel bars. For example, the column body may be equipped with symmetrically distributed longitudinal steel bars to withstand axial forces.  \n- **Tie bar number**: Used to fix the relative positions of stirrups and longitudinal steel bars to prevent displacement of the steel bars.  \nAll information about the steel bars (grade, diameter, quantity, shape, and detailed dimensions) should be listed in the **Steel Bar Table** and **used in conjunction with the Column Template Drawing**, which shows the height of the column, changes in cross-sections, the position of the corbel, and the arrangement of embedded parts, etc.  \n\n**3. Reinforcement of the steel bar truss floor deck system**  \nThe reinforcement characteristic of the prefabricated concrete steel bar truss floor deck system is that **the steel bar truss has been processed during factory prefabrication** and can be directly used as the stressed steel bars during the service stage of the floor slab. Its reinforcement should comply with standards such as the **Technical Specification for the Application of Steel Bar Truss Floor Decks (T\u002FCECS 1069-2022)**. **The concrete non-removable bottom formwork and the steel bar truss work together to bear the load**, and it is necessary to ensure that the spacing, height, and connection method of the steel bar truss meet the design requirements. 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