摘要措施筋虽不是结构受力钢筋，但为保证施工质量而不可缺少。
Abstract: Measures reinforced is not the stressed steel, but it is indispensable in order to guaranty building quality.
单位长度上分布钢筋的截面面积不宜小于单位宽度上受力钢筋截面面积的35％；
The cross sectional area of the distributing concrete every unit length should be not suitable less than 35% of the ratio of reinforcement;
当按单向板设计时，除沿受力方向布置受力钢筋外，尚应在垂直受力方向布置分布钢筋。
Designing as the one-way slab, we should still set distributing concrete on the vertical direction of the stress except the loaded concrete along the stress direction.
分析了混凝土结构的受力钢筋腐蚀机理，阐述了钢筋混凝土结构的裂缝控制理论，以及减小钢筋混凝土结构裂缝宽度的措施。
This paper analyses the mechanism of corrosion of steel bars, interprets the theory of concrete structure crack control and poses measures of narrowing the cracks.
分析了混凝土结构的受力钢筋腐蚀机理，阐述了钢筋混凝土结构的裂缝控制理论，以及减小钢筋混凝土结构裂缝宽度的措施。
This paper analyses the mechanism of corrosion of steel bars, interprets the theory of concrete structure crack control and poses measures of narrowing the cracks.
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