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Permeable concrete using recycled aggregate and porous concrete pavement using the same method

机译:使用再生骨料的渗透混凝土和使用相同方法的多孔混凝土路面

摘要

The present invention relates to a kind of pervious concrete compositions using recycled aggregate permeable concrete road surface and to use the method for the system. It is designed to provide using recycled aggregate pervious concrete match ratio, and there is intensity and durability, be used as clinker micro mist made of permeable concrete topping construction refuse regenerated aggregate, the method that concrete road surface of breathing freely uses the system. Pervious concrete pavement method forms the compression strength 4. that pervious concrete pavement layer is respectively provided with 1 or larger infiltration coefficient, 18 MPa or bigger5 MP, flexural strength is by including: that a kind of generation step of the water permeable concrete adhesive for preparing 100 parts by weight has and cement clinker micro mist, mixed weight ratio 1:0.5-1, be mixed with 200-400 parts by weight has 5.0-10.0 millimeter of circulation aggregation classification and product mix, 0.3-0.The compound of 6 parts by weight, and have the ratio of mud (W/B) 25-30% by the way that mixing water is added; First forming step forms low pervious concrete layer, by distributing and hardening pervious concrete composition; Reinforcing mat installation step installs pervious concrete layer under reinforcing mat; And the second step forms top pervious concrete layer, is mounted thereon by distributing and hardening the lower pervious concrete layer of pervious concrete composition with reinforcing network. ;The 2015 of copyright KIPO submissions
机译:本发明涉及一种使用再生的骨料可渗透混凝土路面的透水混凝土组合物,并且涉及该系统的方法。它旨在提供利用再生骨料的透水混凝土配合比,并具有强度和耐久性,用作由可渗透混凝土打顶建筑垃圾再生骨料制成的熟料微雾,可自由呼吸混凝土路面的方法使用该系统。透水混凝土路面方法形成抗压强度4。透水混凝土路面层分别具有1或更大的渗透系数,18 MPa或更大5 MP,抗弯强度包括:配制100重量份的具有和水泥熟料微雾的混合物,混合比为1:0.5-1,与200-400重量份的混合物具有5.0-10.0毫米的循环聚集分类和产品混合比0.3-0。 6重量份,通过添加混合水的方式使泥(W / B)的比例为25〜30%。第一个成型步骤是通过分配和硬化可渗透混凝土成分来形成低可渗透混凝土层。加强垫安装步骤将透水混凝土层安装在加强垫下面;第二步形成顶部可渗透混凝土层,通过分布和硬化具有增强网络的可渗透混凝土组成的下可渗透混凝土层而安装在其上。 ; 2015年版权KIPO提交文件

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