对于捆绑，在8.2的规则给出了钢筋间距应用。
For a bundle, the rules given in 8.2 for spacing of bars apply.
此外，分析了钢筋直径、钢筋间距和保护层厚度对保护层破坏模式的影响。
In addition, the influences of the diameter and spacing of reinforcing steel bars and the thickness of covers on the failure modes of the concrete covers were evaluated.
钢筋间距应考虑钢筋的放置和混凝土的压实，并且混凝土和钢筋能形成足够的粘结性。
P the spacing of bars shall be such that the concrete can be placed and compacted satisfactorily for the development of adequate bond.
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