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Observe the structural characteristics of the walls from multiple angles (top view, front elevation, left view) in the processing drawings to confirm whether they are irregular walls with tongue-and-groove joints, walls with openings, or walls with inner and outer leaf panels, and record key parameters such as the height of the prefabricated section and the height of the mortar bed.\n- **Model Creation and Attribute Input**:\n  Create a new prefabricated wall in the modeling software (such as Revit) and select the 'Rectangular Wall' type. Input attributes such as the thickness of the prefabricated wall, the height of the mortar bed, and the height of the prefabricated section. The height of the cast-in-place section is automatically calculated by the software using the formula 'Wall Height - Prefabricated Height - Mortar Bed Height' and does not require manual input.\n- **Reinforcement Handling**:\n  If the calculation of prefabricated reinforcement is required, open the 'Prefabricated Reinforcement' option in the component properties, select the reinforcement schedule in the drawings, and click 'Identify'. The software will automatically extract reinforcement information (such as diameter, spacing, and quantity) to avoid manual input errors.\n\n### 2. **Key Points for Modeling Coupling Beams on Prefabricated Walls**\n- **Integration of Reinforcement Information**:\n  Combine the coupling beam schedule with the processing drawings of prefabricated wall components to observe the embedding of crossbars, stirrups, waist bars, tie bars, and lower longitudinal bars in the coupling beams from the sectional views. When defining the coupling beam model, only the top reinforcement information needs to be supplemented, and the software will automatically deduct the reinforcement already included in the prefabricated components to avoid double counting.\n- **Model Deduction Logic**:\n  The concrete volume and reinforcement quantities of the coupling beams are automatically deducted from the prefabricated components to ensure model accuracy. For example, stirrups already embedded in the prefabricated walls do not need to be redefined in the coupling beams, and the software will optimize the model based on collision detection results.\n\n### 3. **Modeling Methods for Vertical Cast-in-Place Strips on Prefabricated Walls**\n- **Drawing and Adjustment of Hidden Columns**:\n  Vertical cast-in-place strips are usually realized by drawing hidden columns, but it is important to note that the tie bars in the hidden columns should be deleted. Since the protruding reinforcement of the prefabricated walls is designed to hook onto the longitudinal bars of the hidden columns, the removal of the tie bars does not affect structural safety while avoiding model redundancy.\n- **Collision Detection**:\n  After modeling is completed, collision detection should be performed to ensure that there are no conflicts at the connection nodes between the cast-in-place strips and the prefabricated components, reducing the risk of rework during on-site construction.\n\n### 4. **Information Collaboration and Data Management**\n- **Accumulation of Full-Cycle Data**:\n  Utilize BIM technology (such as Revit) to integrate design, construction, and operation and maintenance data, and detect collision problems in advance through pre-assembly checks to avoid installation difficulties caused by deviations in the positions of embedded parts.\n- **Application of Collaborative Platforms**:\n  Share model data through cloud-based collaborative platforms to 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