| 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 |
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| 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, 0(2) |
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| 作者姓名： | 祝明桥 胡秀兰 |
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| 作者单位： | 湘潭矿业学院建筑工程系!湘潭411201 |
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| 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。
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| 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 |
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| 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, 0(2) |
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| Authors: | Zhu Minqiao Hu XIulan |
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| 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. |
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| Keywords: | cold-rolled steel reinforcement with ribs cold-drawed steelwire bearing capacity crack width |
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