The quality of anchor connections after 1.5 concrete structures should be subject to on-site inspection of uplift bearing capacity. For general structural and non structural components, non-destructive testing can be used; For important structural components and non structural components of lifeline engineering, destructive testing should be used. The inspection method and evaluation of inspection results should comply with the provisions of JGJ145-2004 "Technical Specification for Post Anchorage of Concrete Structures".
Acceptance Of Bolts (anchor Bolts)
Aug 14, 2023
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