|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2010年12 期
| 標題 |
| 連續(xù)配筋混凝土路面板厚計算與方案比選(50 卷) |
| 英文標題 |
| Calculation of thickness of continuous reinforced concrete pavement slab and its scheme comparison and selection |
| 摘要 |
| 本文介紹了連續(xù)配筋混凝土路面試驗路段的工程概況、設計方案，分析了不同板厚情況下的荷載疲勞應力，溫度疲勞應力和總疲勞應力的變化規(guī)律，并對連續(xù)配筋混凝土路面板厚進行了計算、比選，擬定了板厚設計方案，為連續(xù)配筋混凝土路面的結構設計提供了一定的理論和實踐基礎。 |
| 作者 |
| 新聞作者:張慶宇 |
| 關鍵字 |
