| 新旧规范计算钢筋混凝土受弯构件配筋的比较 |
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| 引用本文： | 刘向红.新旧规范计算钢筋混凝土受弯构件配筋的比较[J].科技情报开发与经济,2005,15(1):151-153. |
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| 作者姓名： | 刘向红 |
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| 作者单位： | 山西中方森特建筑工程设计研究院 |
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| 摘 要： | 简要介绍了《混凝土结构设计规范》(GB50010—2002)中有关受弯构件配筋计算的主要改变。通过对受弯构件配筋进行新旧规范的对比计算,给出了新旧规范配筋量的差异。分析了新规范中影响配筋计算的主要因素,提出了降低造价的有效途径。
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| 关 键 词： | 钢筋混凝土 结构构件 设计规范 |
| 文章编号： | 1005-6033(2005)01-0151-03 |
| 修稿时间： | 2004年10月22 |
Comparison of the Calculating Methods of the New and the Old Design Codes for the Distributed Steel of Reinforced Concrete Members in Bending |
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| LIU Xiang,hong.Comparison of the Calculating Methods of the New and the Old Design Codes for the Distributed Steel of Reinforced Concrete Members in Bending[J].Sci-Tech Information Development & Economy,2005,15(1):151-153. |
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| Authors: | LIU Xiang hong |
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| Institution: | LIU Xiang hong |
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| Abstract: | This paper briefly introduces the main changes of the calculation of the distributed steel of reinforced concrete member in bending set in , through the comparison and calculation of the distributed steel determined by the new and the old codes, gives the differences of the quantities of the distributed steel calculated with the new and the old codes, and analyzes on the main factors influencing the calculation of the distributed steel, and puts forward some effective ways for reducing the construction cost. |
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| Keywords: | reinforced concrete structural members design code |
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