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The specific implementation methods and key points are as follows:\n\n![](https:\u002F\u002Fcaijing-img.oss-cn-hangzhou.aliyuncs.com\u002Fgallery\u002Fimport_1788442139195_5kp33dhh_0c948a229c.jpg)\n\n**1. Selection of Reinforcement Locations**  \nSteel beam reinforcement should target the weak points of the building structure. Walls are the main load-bearing components. If there are cracks or insufficient load-bearing capacity, additional steel beams can be installed at wall intersections and above door and window openings. Through reliable connections between the steel beams and walls (such as chemical anchors or welding), the upper loads can be transferred to the foundation, avoiding local stress concentration. Stairs, as the core of vertical traffic, if the original design did not consider dynamic loads or if the service life is long, additional steel beams can be installed at the bottom of the stair treads to form a 'steel-concrete' composite structure, enhancing bending resistance. For roof reinforcement, the plan should be selected according to the roof form: for flat roofs, additional steel beams can be installed between the purlins; for pitched roofs, steel trusses can be set up at the gables or ridge to improve overall stability.\n\n**2. Key Points for Reinforcing Prefabricated Hollow Slabs**  \nFor prefabricated hollow slab structures, when the load increase is relatively small (such as adding lightweight partition walls or equipment), additional steel beams can be installed at the bottom of the slabs. The newly added steel beams need to be reliably connected to the end supports of the hollow slabs, usually using steel plates anchored to the original structure to ensure a clear load transfer path. **The arrangement of steel beams should avoid the positions of the hollow slab holes** to prevent local stress from causing slab cracking. If the load increase is significant (such as adding mezzanines or large equipment), composite methods such as carbon fiber cloth reinforcement or bonded steel reinforcement should be combined to enhance the collaborative working capacity of the hollow slabs and steel beams.\n\n**3. Selection of Steel Beams and Connection Design**  \nThe material of steel beams should preferably be Q235 or Q345 low-alloy high-strength structural steel. The cross-sectional form should be determined according to the span and load: for short spans (≤3m), H-section steel or I-beams can be used; for long spans (>3m), box beams or truss structures are recommended. The connection between steel beams and the original structure is crucial for reinforcement. For wall connections, chemical anchors or expansion bolts should be used to ensure that the anchoring depth meets the specification requirements; for concrete structure connections, the surface laitance should be removed, and structural adhesive should be used to bond the steel plates to the original components, forming an overall load-bearing system.\n\n**4. Construction Precautions**  \nBefore construction, the original structure should be inspected to determine parameters such as crack locations and concrete strength, providing a basis for reinforcement design. The processing of steel beams should strictly control dimensional deviations to avoid uneven structural loading due to installation errors. After reinforcement is completed, load tests should be conducted to verify whether the structural deformation meets the design requirements. 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