Abstract
Due to the lack of structural anti-floating, a certain part of the main structure has cracks, and the structure needs to be reinforced by buoyancy to make the project meet the requirements.After research, the Negative second floor of the original structure is reinforced with add the anti-floating anchors, apply pressure grouting for cracks in the plate, Paste carbon fiber cloth for the bottom of the plate and the damaged shear wall, externally-paste profile steel for the damaged column, and paste Carbon fiber sheet attached to damaged beam.the calculated of shear bearing and flexural capacity show that the board meets the requirements.
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