| 新旧规范中普通混凝土面板厚度设计方法对比 |
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| 引用本文： | 陈小兵,丁建明,黄晓明.新旧规范中普通混凝土面板厚度设计方法对比[J].城市道桥与防洪,2005(1):32-35. |
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| 作者姓名： | 陈小兵 丁建明 黄晓明 |
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| 作者单位： | 东南大学交通学院,江苏,南京,210096 |
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| 摘 要： | 首先叙述了新旧《公路水泥混凝土路面设计规范》中普通混凝土面板厚度设计的基本原理 ,在此基础上分别介绍了该两种版本规范中关于普通混凝土面板厚度设计的计算方法。通过实例对两种规范计算方法进行对比分析 ,初步得出其异同点。
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| 关 键 词： | 新旧规范 普通混凝土面板 厚度 设计 对比 |
| 文章编号： | 1009-7716(2005)01-0032-04 |
| 修稿时间： | 2004年2月19日 |
Comparison of Design Method of Ordinary Concrete Surface Plate Thickness in New and Old Specifications |
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| Chen Xiaobing,Ding Jianming,Huang Xiaoming.Comparison of Design Method of Ordinary Concrete Surface Plate Thickness in New and Old Specifications[J].Urban Roads Bridges & Flood Control,2005(1):32-35. |
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| Authors: | Chen Xiaobing Ding Jianming Huang Xiaoming |
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| Abstract: | The paper firstly states the basic principle of ordinary concrete surface plate thickness design in new and old “Design Specifications for Highway Cement Concrete Pavement”. On this basis the paper respectively introduces the calculation method of ordinary concrete surface plate design in these two editions of specifications. It also makes the comparison and analysis the calculation methods of these two kinds of specifications through example and primarily obtains the similarities and differences between them. |
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| Keywords: | new and old specifications ordinary concrete surface plate thickness design comparison |
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