寒冷地区钢桥面铺装技术之初探 |
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引用本文: | 范虎彪,成文.寒冷地区钢桥面铺装技术之初探[J].北方交通,2009(1). |
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作者姓名: | 范虎彪 成文 |
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作者单位: | 1. 重庆东道鹏方路桥工程有限公司,重庆,400067 2. 中铁十八局集团第二工程有限公司,唐庆,063030 |
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摘 要: | 根据寒冷地区气候特点,钢桥面铺装须具有优良的高低温性能、耐冻融损坏、优良耐疲劳性能.经对比分析及材料室内试验,对寒冷地区钢桥面铺装技术进行了初步探讨.
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关 键 词: | 钢桥面 寒冷地区 铺装 浇注式 |
Preliminary Approach to Pavement Technique for Steel Bridge Deck in Cold Area |
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Authors: | FAN Hu-biao ohters |
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Abstract: | Around the climate features in the cold area the pavement of steel bridge deck must have fine performances at high-low temp,freeze-thaw damage-resislance and fatigue-resistance properties.By comparative analysis and indoo test of materials,the makes a priliminary approach to techniques for steel bridge deck pavement in cold area. |
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Keywords: | Steel bridge deck Cold area Pavement Casting |
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