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porous concrete and construction process for shore protection works

机译:多孔混凝土和海岸保护工程的施工工艺

摘要

The present invention relates to a porous concrete and construction method used for river and shore protection slopes.; And 300 to pooh trend cement of 400kg / m 3 per 1m 3, and of 100 ~ 200kg / m 3 of water and, 1200 - 2100kg / m 3 Aggregate, one or consists of admixture of 40kg / m 3, wherein the aggregate is to the maximum dimension is used for only the aggregate particle size of 25 ~ 13mm by 25mm which, in passing coarse aggregate weight percentage of 13mm body is not more than 1 to 20% by weight, the percent by weight pass through a 5mm sieve of 100% and a 1.2mm sieve the passage weight percentage between 1 and fine aggregate of 5mm or less that 15% by weight, or the sand is mixed at 5 to 20% by weight of the total goljaeryang, and only a particle size aggregate of 20 ~ 13mm maximum dimension of aggregate is to 20mm is 5mm which is the coarse aggregate weight percentage passing through the sieve is less than 13mm does not exceed 1 to 20% by weight, the percent by weight pass through a 5mm sieve is 100% by weight passing a percentage of 1 to 15% by weight of a 1.2mm sieve of the following fine aggregate, sand or full goljaeryang hayeoseo is mixed at 5 to 20% by weight.
机译:本发明涉及一种用于河岸防护坡道的多孔混凝土及其施工方法。每100 m 3 为400kg / m 3 的300至Pooh趋势水泥,水为100〜200kg / m 3 的水泥,为1200- 2100kg / m 3 骨料,一种或由40kg / m 3 的混合物组成,其中骨料最大尺寸仅用于25〜 13mm x 25mm,在通过13mm主体的粗骨料总重量百分比时,不超过1至20%(重量),重量百分比通过100%的5mm筛子和1.2mm筛子,在1到细料之间的通过重量百分比5mm或以下且小于15%重量的骨料,或将砂以占全部戈尔杰尔扬的5-20%重量混合,只有最大骨料尺寸为20〜13mm的骨料到20mm的颗粒为5mm,即通过筛子的粗骨料重量百分比小于13mm不超过1至20%的重量百分比,通过5毫米筛子的粗骨料百分比为100%的重量百分比通过1%至15%的百分比在重量为1.2毫米的以下细骨料筛中,将沙子或满满的戈尔杰尔洋八重麦按5至20重量%混合。

著录项

  • 公开/公告号KR20010107896A

    专利类型

  • 公开/公告日2001-12-07

    原文格式PDF

  • 申请/专利权人 박정호;

    申请/专利号KR20010070687

  • 发明设计人 박정호;

    申请日2001-11-14

  • 分类号C04B28/04;

  • 国家 KR

  • 入库时间 2022-08-22 00:32:05

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