| 南京四桥高弹改性沥青混凝土配合比设计研究 |
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| 引用本文： | 陈常杰,王宏畅,左红利,李国芬,周凯.南京四桥高弹改性沥青混凝土配合比设计研究[J].辽宁省交通高等专科学校学报,2013,15(4):18-21. |
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| 作者姓名： | 陈常杰 王宏畅 左红利 李国芬 周凯 |
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| 作者单位： | 1. 山东高速集团有限公司,山东济南,250098
2. 南京林业大学,江苏南京,210037 |
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| 基金项目： | 住房和城乡建设部科技项目 |
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| 摘 要： | 高弹改性沥青混凝土因其优良性能而较多的应用于钢桥面复合浇注铺装的上层,本文基于日本高弹改性沥青混凝土的配合比设计方法,结合南京第四长江大桥钢桥面铺装麒麟互通钢箱梁匝道桥试验段实际工程,确定了适合于南京四桥钢桥面铺装的高弹改性沥青混合料的配比,并对其性能进行了试验检测。
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| 关 键 词： | 道路工程 钢桥面铺装 浇注沥青混凝土 配合比设计 |
Study on High Elastic Modified Asphalt Mixture Design for Nanjing fourth Yangtze River Bridge |
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| CHEN Chang-jie
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WANG Hong-chang
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ZUO Hong-li
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LI Guo-fen
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ZHOU Kai.Study on High Elastic Modified Asphalt Mixture Design for Nanjing fourth Yangtze River Bridge[J].Journal of Liaoning Provincial College of Communications,2013,15(4):18-21. |
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| Authors: | CHEN Chang-jie WANG Hong-chang ZUO Hong-li LI Guo-fen ZHOU Kai |
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| Institution: | CHEN Chang-jie WANG Hong-chang ZUO Hong-li LI Guo-fen ZHOU Kai |
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| Abstract: | High elastic modified asphalt concrete has been widely used in steel bridge deck pavement be- cause of its good performance. In this article, based on the Japanese high elastic modified asphalt mixture design method, combined with the Qilin interchange ramp bridge of steel box girder test section engineer- ing, high elastic modified asphalt mixture was determined to suitable for Nanjing fourth Yangtze River bridge steel deck pavement. |
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| Keywords: | Road Engineering Steel Deck Pavement High Elastic Modified Asphalt Concrete MixtureDesign |
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