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Concrete bridge deck top 8 ㎝ durability of asphalt paving drainage method

机译:混凝土桥面板顶部8㎝沥青路面排水方法的耐久性

摘要

The present invention relates to a kind of construction methods of durable drainage asphalt pavement, to 8 centimetres of deck paving of concrete upper layer. Purposes of the invention is using drainage asphalt pavement to bridge deck paving with 8 centimetres of thickness and solve the problems, such as early damage bridge surface waterproof layer and screed-coat. This purpose be embodied as asphalt contain composite adhesives (MG) modified oil pitch and bitumen substitution waterproof layer lower end from the upper layer of 8 centimetres of Bridge Surface Paving by Cement, and be configured to a thickness of 3 binding force improve drainage asphalt pavement to upper layer. The object of the invention this can be implemented so that the maximum particle diameter of the synthetic binder (MG) of partial size asphalt containing modified oil pitch and above-mentioned bitumen is 13 millimeters, and wherein the ratio of fine aggregate accounts for 60-95%; The mixture produces and pavement temperature range is 200-260 degrees Celsius; And drainage index paves and constructs and constructing between 52 degrees Celsius and 68 degrees Celsius in surface temperature. ;The 2015 of copyright KIPO submissions
机译:本发明涉及一种耐用排水沥青路面的施工方法,涉及混凝土上层甲板铺面的8厘米。本发明的目的是采用排水沥青路面来铺砌厚度为8厘米的桥面铺装,并解决诸如早期损坏桥面防水层和刮板涂料等问题。此目的体现为沥青包含复合胶粘剂(MG)改性的油沥青和沥青置换防水层的下端,距上层水泥路面的8厘米,并构造成厚度为3的粘结力,以改善排水沥青路面到上层。可以实现本发明的目的,使得包含改性油沥青和上述沥青的部分尺寸沥青的合成粘合剂(MG)的最大粒径为13毫米,其中细骨料的比例为60- 95%;产生的混合物和铺装温度范围为200-260摄氏度;排水指数在表面温度介于52摄氏度和68摄氏度之间铺平和构造。 ; 2015年版权KIPO提交文件

著录项

  • 公开/公告号KR20150018000A

    专利类型

  • 公开/公告日2015-02-23

    原文格式PDF

  • 申请/专利权人 TORI TECHNOLOGY CO. LTD.;

    申请/专利号KR20130094360

  • 发明设计人 진정훈;

    申请日2013-08-08

  • 分类号E01C7/18;E01D19/12;

  • 国家 KR

  • 入库时间 2022-08-21 15:00:43

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