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Temporary Support Design**  \n- **Diagonal Brace Parameters**: The spacing between diagonal braces should be ≤2m, with a recommended support angle of 45°-60°, and the bearing capacity should be ≥1.5 times the self-weight of the wall panel. **The upper diagonal support point of the wall panel should be no less than two-thirds of the height from the bottom and should not be less than half of the height**.  \n- **Removal Conditions**: Temporary supports must only be removed after the completion of sleeve grouting and the post-pouring of concrete on the laminated panels, and only after inspection and confirmation that there are no issues.  \n\n**4. Subsequent Monitoring and Maintenance**  \n- **Settlement Monitoring**: Monitor slope changes daily for 28 days after completion. 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