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1)  cold rolling ribbed steel wires and bars
冷轧带筋钢筋
2)  cold-rolled ribbed steel wires and bars
冷轧带肋钢筋
1.
Optimizing the process parameters for making cold-rolled ribbed steel wires and bars based on artificial intelligence;
人工智能在冷轧带肋钢筋工艺参数优化中的应用
2.
Optimizing the process variables for making cold-rolled ribbed steel wires and bars by orthogonal test;
冷轧带肋钢筋工艺参数的正交试验优化设计
3.
This paper described the application of neural networks in predicting mechanical properties of cold-rolled ribbed steel wires and bars.
论述了神经网络在冷轧带肋钢筋机械性能预测中的应用。
3)  cold rolled ribbed bar
冷轧带肋钢筋
1.
The development prospect of cold rolled ribbed bar and welded reinforced bar fabric;
冷轧带肋钢筋及焊接钢筋网的发展前景
2.
The application of cold rolled ribbed bar in construction of spot-cast concrete floor-slab;
浅谈冷轧带肋钢筋在现浇楼板中的应用
3.
The application of cold rolled ribbed bar in cast-in-site floor construction;
冷轧带肋钢筋在现浇楼盖中的应用
4)  cold rolled deformed bar
冷轧带肋钢筋
1.
, 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.
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。
2.
This paper introdrces application of Cold Rolled Deformed Bar in concrete slabs.
介绍了冷轧带肋钢筋在现浇混凝土板中的应
3.
Based on the test of 14 model slabs, this paper analyses the property in applied stage and the failure pattern of slabs reinforced with 550 cold rolled deformed bars, and presents the strength design value of the bar.
根据14块模型板的试验,对550级冷轧带肋钢筋混凝土板使用阶段的性能及破坏形态进行了分析,并提出了该种钢筋的强度设计值。
5)  cold-rolled ribbed steel fibric
冷轧带肋钢筋网
1.
This paper introduces the advantages of using the cold-rolled ribbed steel fibric in the construction of concrete deck paving of superhighway, and puts forward some items that should pay attention to in adopting this new technique.
介绍了高速公路桥面混凝土铺装层采用冷轧带肋钢筋网片施工的优点,提出了采用该新技术时的注意事项。
6)  cold-rolled deformed steel bar
冷轧带肋钢筋
1.
Critical reinforcement ratio of concrete beams reinforced by cold-rolled deformed steel bar;
冷轧带肋钢筋混凝土受弯构件的界限配筋率
2.
In order to popularize the using of cold-rolled deformed steel bar in concrete pavement,experiment of simply supported concrete standard beams loaded by equal amplitude fatigue loading was studied.
为推广冷轧带肋钢筋在水泥混凝土路面中的应用,对配有不同配筋率的冷轧带肋钢筋混凝土简支标准梁进行了等幅疲劳荷载试验研究,针对不同的疲劳破坏形式,分析其产生的原因,提出了界限配筋率的概念,并推导了折断破坏与弯拉破坏之间和弯拉破坏与剪压破坏之间的界限配筋率。
3.
These beams were reinforced by cold-rolled deformed steel bar and made with different reinforcement ratio of 0%, 0.
对配有不同配筋率的冷轧带肋钢筋混凝土简支标准梁(550mm×150mm×150mm)进行了等幅疲劳荷载试验研究,试件配筋率分别为0%、0。
补充资料:宝山钢铁(集团)公司南京轧钢总厂冷轧螺纹钢筋


宝山钢铁(集团)公司南京轧钢总厂冷轧螺纹钢筋


宝山钢铁(集团)公司南京轧钢总厂 冷轧螺纹钢筋霸
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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