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沥青混合料用0~2.36mm细集料的技术指标研究 被引量:3

A Study on Specification Requirements of 0~2.36 mm Fine Aggregates for Asphalt Mixtures
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摘要 细集料的质量直接影响着沥青混合料的质量,评价细集料的两个关键指标就是砂当量和亚甲蓝。首先介绍了国外关于细集料的砂当量和亚甲蓝试验方法和技术指标的情况,然后进行了不同规格的细集料的砂当量和亚甲蓝试验,最后对目前细集料的砂当量和亚甲蓝不同试验方法和技术标准进行了分析,并提出了我国沥青混合料O~2.36mm细集料亚甲蓝的技术指标的建议。 It is important to determine whether the clay materials in fine aggregates are harmful to the performance of the asphalt mixtures. The Sand Equivalent test and the Methylene Blue test are two key laboratory tests to evaluate clay materials in fine aggregates. Firstly, a reference is being made to the two tests and to specification requirements used by international standards. Secondly, relevant test results are presented from a significant number of fine aggregates. The results show that the specification requirements of Methylene Blue of 0~2.36 mm fine aggregates for asphalt mixtures should be modified.
出处 《公路》 北大核心 2010年第4期152-157,共6页 Highway
关键词 技术指标 砂当量 亚甲蓝 细集料 沥青混合料 specification requirements Sand Equivalent Methylene Blue fine aggregates asphaltmixtures
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参考文献15

  • 1JTG F40- 2004.公路沥青路面施工技术规范[s].,2004..
  • 2JTG E42-2005,公路工程集料试验规程[S].
  • 3CEN. Tests for geometrical properties of aggregates- Part 8:Assessment of fines-Sand equivalenttest (EN 933--8) [S]. 1999.
  • 4CEN. Tests for geometrical properties of aggregates Part 9:Assessment of fines-Methylene blue test (EN 933--9) [S]. 1999.
  • 5CEN. Aggregates for bituminous mixtures and surface treatments for roads, airfields and other trafficked areas (EN 13043) [S]. 2002.
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  • 9Comite francals pour les techniques routieres. Note info N°10: AIDE AU CHOIX DES RANULATS POUR CHAUSSEES BASEE SUR LES NORMES EUROPEENNES[S]. 2005.
  • 10Revised Greek Specifications. A--100 and O--100, Aggregates for asphalt concrete and unbound layers [S]. Submitted for authorization,2007.

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