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冷轧带肋钢筋混凝土平板与冷拨钢丝混凝土平板对比试验研究分析
引用本文:祝明桥,胡秀兰.冷轧带肋钢筋混凝土平板与冷拨钢丝混凝土平板对比试验研究分析[J].湖南科技大学学报(自然科学版),1997(2).
作者姓名:祝明桥  胡秀兰
作者单位:湘潭矿业学院建筑工程系!湘潭411201
摘    要:冷轧带肋钢筋和冷拨钢丝均为高强度钢材,但冷轧带助钢筋与混凝土具有良好的粘结锚固性能,在现浇混凝土平板中应用更利于发挥高强度。笔者进行了冷轧带助钢筋与冷拨钢丝混凝土平板对比试验研究,证实了冷轧带肋钢筋现浇混凝土平板具有较好的性能,更利于钢材强度的发挥。图2,表2,参3。

关 键 词:冷轧带肋钢筋  冷拨丝  承载力  裂缝宽度

AN COMPARATIVE EXPERIMENTAL RESEARCH OF COLD-ROLLED STEEL REINFOREMENT WITH RIBS CONCRETE PLATE AND COLD-DRAWED STEEL WIRE CONCRETE PLATE
Zhu Minqiao, Hu XIulan.AN COMPARATIVE EXPERIMENTAL RESEARCH OF COLD-ROLLED STEEL REINFOREMENT WITH RIBS CONCRETE PLATE AND COLD-DRAWED STEEL WIRE CONCRETE PLATE[J].Journal of Hunan University of Science & Technology(Natural Science Editon),1997(2).
Authors:Zhu Minqiao  Hu XIulan
Abstract:The cold-rolled steel reinforcement with ribe and cold-drawed steel wire are all steel products with high strength,byt the bond stress between cold-rolled steel reinforcement with ribs and concrete is still better.The application of cold-rolled steel reinforcement to cast-in-place concrete plate is more advantageous to giving full play its high strength. The authors engaged in comparative experimental research between cold-rolled steel reinforement with ribs concrete plate and cold=drawed steel wire concrete plate. The result demonstrate that the application of cold-rolled steel reinforcement to cast-in-place concrete plate has better properties and is more advantageous to giving full play its high strength.2figs.,2tabs.,3refs.
Keywords:cold-rolled steel reinforcement with ribs  cold-drawed steelwire  bearing capacity  crack width  
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