by A common confusion encountered during construction is that both the strength of the concrete standard specimen and the strength of the same curing specimen meet the design requirements at a certain age, but the rebound strength of the concrete component does not meet the requirements.
Therefore, it is preliminarily judged that the component is unqualified or does not meet the conditions for prestressed component tensioning and cannot be subjected to prestressed tensioning.
To address this issue, classify and summarize the factors that affect the rebound strength of concrete components based on actual construction.
spherical head magnetic former
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