Replacement Reinforcement Design Analysis of Shear Wall
Through the quality inspection of the compressive strength of the wall and column concrete of a high-rise residential building,it is found that the estimated value of the concrete strength of some wall and column structural members does not meet the requirements.According to the test results of concrete compressive strength of wall and column structural members in the test report,the original structure is checked and checked.According to the checking results and detection suggestions,the reinforcement design of the wall and column structural members which do not meet the requirements of the original structure is carried out.For the frame columns whose axial compression ratio is greater than the specification limit,the enlarged section method is used for reinforcement.For the shear wall whose axial compression ratio is greater than the specification limit,the full-section replacement concrete method is used for reinforcement,which can be used for reference.
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