| 泡沫沥青冷再生基层配合比设计 |
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| 引用本文： | 冉明,张华.泡沫沥青冷再生基层配合比设计[J].筑路机械与施工机械化,2010,27(8):54-56. |
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| 作者姓名： | 冉明 张华 |
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| 作者单位： | 新疆北新路桥建设股份有限公司,新疆,乌鲁木齐,830018 |
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| 摘 要： | 结合高速公路路面泡沫沥青冷再生大修工程，通过发泡试验，确定了泡沫沥青的最佳发泡温度和用水量；针对旧沥青路面铣刨料的实际情况，对泡沫沥青混合料的配合比进行了设计，并阐明了施工中控制配合比的措施，可为同类工程提供参考。
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| 关 键 词： | 泡沫沥青 冷再生 配合比 设计 |
Mix Proportion Design of Base Recycled with Foamed Asphalt |
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| RAN Ming,ZHANG Hua.Mix Proportion Design of Base Recycled with Foamed Asphalt[J].Road Machinery & Construction Mechanization,2010,27(8):54-56. |
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| Authors: | RAN Ming ZHANG Hua |
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| Institution: | ( Xinjiang Beixin Road ＆ Bridge Construction Co. Ltd., Urumqi 830018, Xinjiang, China) |
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| Abstract: | Combined expressway repair project by foamed asphalt cold recycling technology, the optimal foaming temperature and water amount are determined through foaming experiment. According to the condition of old asphalt mixture, the mixing proportion of foamed asphalt mixture is designed, and the control measures of mixing proportion are put forward, which can provide reference for similar projects. |
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| Keywords: | foamed asphalt cold recycling mix proportion design |
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