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.
增加横向钢筋应均匀分布在锚固区和搭接的间距应不超过5倍的纵向钢筋直径。
The additional transverse reinforcement should be uniformly distributed in the anchorage zone and the spacing of bars should not exceed 5 times the diameter of the longitudinal reinforcement.
本文通过地质雷达公路隧道衬砌检测的模型试验，研究了地质雷达检测二衬混凝土厚度、二衬中的不同深度，不同间距钢筋以及衬砌模型中的缺陷。
The paper did research on the thickness, depth, different spacing steel, and other bugs in the second concrete lining, through the model experiment of GPR in the highway tunnel lining detection.
本文根据受拉钢筋有效影响区的概念，首先推导出一个平均裂缝间距计算公式。
Based on the concept of the effective affecting area of tensile reinforcement, in this paper, a calculating formula of average crack distance is set up first.
钢筋层数多，间距小，布置密集，不利于混凝土施工。
The multiple rows, small spacing and intense arrangement of steel bars would be unfavourable to concrete construction.
钢筋绑扎将按图纸要求进行，所有规格、尺寸、数量、间距必须核对准确。
The re-bar binding should be executed according to the requirements of the drawing. All specification, dimension, quantity and spacing should be checked correct.
当缝间距增加时，混凝土厚度和所需的钢筋也要增加。
As the spacing increases, the concrete's thickness and need for reinforcement increases.
本文通过22根钢筋混凝土受弯构件的试验，探讨了混凝土保护层厚度对裂缝间距和裂缝宽度的影响。
In this paper, according to the experimental results of 22 beams, we probe into the influence of concrete cover thickness on crack width and crack spacing.
对静载作用下的高强钢筋混凝土梁进行试验研究，提出了平均裂缝间距以及裂缝宽度计算公式的改进建议。
The paper also develops the formulae for the calculation of the cracking width, and suggests how to calculate the average distance of cracking.
利用有限元软件ANSYS建立考虑箍筋间距、直径变化的钢筋混凝土构件锈胀裂分析模型，研究箍筋对纵筋锈蚀导致钢筋混凝土构件保护层胀裂的影响。
Considering the change of the spacing and diameter of stirrups, a corrosion-induced cracking module for concrete members is built by ANSYS.
试验梁的挠度、裂缝间距和最大裂缝宽度与钢筋应力、钢筋直径和配筋率等因素的关系基本上可用现有模型预测。
The relationship of deflection, crack spacing and maximum crack width with the stress, diameter and ratio of steel bars can be predicted by existing model presented in the code.
试验梁的挠度、裂缝间距和最大裂缝宽度与钢筋应力、钢筋直径和配筋率等因素的关系基本上可用现有模型预测。
The relationship of deflection, crack spacing and maximum crack width with the stress, diameter and ratio of steel bars can be predicted by existing model presented in the code.
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