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This method can significantly improve the shear and flexural resistance of the structure, especially in cases where the floor load-bearing capacity is insufficient or walls are cracked. The specifications of the steel mesh should be determined based on load calculations, with mesh spacing typically ranging from 100 to 200 millimeters.  \n\n**3. Steel Plate Bonding Reinforcement Method**  \nFor walls or floors with severe cracks or obvious deformation, steel plates are bonded using structural adhesive for reinforcement. The thickness of the steel plates is generally 4-8 millimeters, and they need to be reliably connected to the original structure using anchor bolts. This method can quickly restore the structural load-bearing capacity, but strict control over the quality of the adhesive and the humidity of the construction environment is required.  \n\n**4. Foundation Reinforcement**  \nIf the foundation bearing capacity is insufficient, reinforcement can be achieved by expanding the foundation base area, adding ground beams, or driving piles. For soft soil foundations, cement slurry or chemical reinforcement agents can be injected to improve the density. Foundation reinforcement should be designed based on geological survey data to avoid new cracks caused by uneven settlement.  \n\n**5. Profile Steel Reinforcement Method**  \nL-shaped or H-shaped steel is installed along the four corners beneath the prefabricated panels to form an octagonal support system. This method can effectively disperse the floor load and improve overall stiffness, especially suitable for prefabricated panel floors with large spans. High-strength mortar or structural adhesive should be filled between the profile steel and the prefabricated panels to ensure reliable force transmission.  \n\n**6. 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