| 论沥青混凝土桥面铺装设计理论 |
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| 引用本文： | 张越,张传银,孙国友. 论沥青混凝土桥面铺装设计理论[J]. 山西建筑, 2007, 33(1): 296-297 |
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| 作者姓名： | 张越 张传银 孙国友 |
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| 作者单位： | 河南省商丘市公路局设计院,河南商丘476000 |
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| 摘 要： | 对沥青混凝土桥面铺装的损坏形式进行了介绍，从结构理论与设计、施工工艺、桥面防水层的影响、铺装的约束条件等方面对病害产生的原因进行了分析，并对桥面铺装的设计方法进行了论述，为桥面铺装的设计提供了指导。
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| 关 键 词： | 沥青混凝土路面 剪切弯形 铺装层 |
| 文章编号： | 1009-6825(2007)01-0296-02 |
| 修稿时间： | 2006-06-16 |
Theory for design of asphalt concrete pavement for deck |
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| ZHANG Yue ZHANG Chuan-yin SUN Guo-you. Theory for design of asphalt concrete pavement for deck[J]. Shanxi Architecture, 2007, 33(1): 296-297 |
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| Authors: | ZHANG Yue ZHANG Chuan-yin SUN Guo-you |
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| Affiliation: | ZHANG Yue ZHANG Chuan-yin SUN Guo-you |
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| Abstract: | The failure types of asphalt concrete pavement for deck are introduced. From structural theory and design, construction technology, influences of damp-roof course, constraint conditions and other aspects causes of those diseases are analyzed; at the same time corresponding design method is proposed, which provides good references for design of bridge deck pavement. |
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| Keywords: | asphalt concrete pavement shearing deformation deck pavement |
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