摘要
根据１１块模型板的试验，对冷轧带肋钢筋焊接网混凝土板使用阶段的性能进行了分析，提出了该类板钢筋强度设计取值及裂缝宽度和刚度计算公式的修改建议。
, Based on the test of 11 model slabs, this paper analyses the property in applied stage of slabs reinforced with welded wire fabric of cold rolled deformed bars, and presents the correcting suggestion on the strength design volume of the bar, and the calculating formulas of crack width and rigidity.
出处
《工业建筑》
CSCD
北大核心
1997年第10期47-50,共4页
Industrial Construction
关键词
冷轧带肋钢筋
焊接网
裂缝
刚度
钢筋混凝土板
, cold rolled deformed bar,welded wire fabric,crack width,rigidity, strength design volume
