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method for manufacturing rolling compactional soil concrete and composition of rolling compactional soil concrete

机译:碾压土混凝土的制造方法及碾压土混凝土的组成

摘要

The present invention prevents surface depression symptoms and East, and as having the strength and wear resistance of a voltage equation soil concrete composition able to have a natural appearance, a soil collected in nature 500~1,000kg / ㎥, cement 150 ~ 250kg / ㎥, granulated blast furnace slag 300~600kg / ㎥, fine aggregate (sand) 500~1,000kg / ㎥, or consists of water 100~200kg / ㎥, jogangjae 3~10kg / ㎥, a soil collected in nature 400~800kg / ㎥, consists of cement 100~250kg / ㎥, granulated blast furnace slag 200~500kg / ㎥, aggregate 400~600kg / ㎥, coarse aggregate 200~500kg / ㎥, water 80~170kg / ㎥, jogangjae 3~10kg / ㎥ It is. Granulated blast furnace slag can be replaced with a sequence such as lime or the fly ash, or inorganic. Soil moisture state of nature when mixing is first mixed with a binder angry keurat the moisture of the soil binder is in a state of some inhaled powder cake completely shallow. It is laying a natural stone or crushed stone of the first roller in a wet state, and finishing the surface by carrying out the secondary voltage and the oscillation voltage increase further the wear resistance by spraying a water-soluble acrylic 20~40kg / a on the surface in order to produce a natural atmosphere can.
机译:本发明防止表面凹陷症状和东部,并且由于具有能够自然外观的电压方程式土壤混凝土组合物的强度和耐磨性,因此在自然界中收集的土壤为500〜1,000kg /㎥,水泥为150〜250kg /㎥ ,高炉造粒渣300〜600kg /㎥,细骨料(砂)500〜1,000kg /㎥或由水100〜200kg /㎥组成,大江蟹3〜10kg /㎥,自然界收集的土壤400〜800kg /㎥由水泥100〜250kg /㎥,高炉矿渣200〜500kg /㎥,骨料400〜600kg /㎥,粗骨料200〜500kg /㎥,水80〜170kg /㎥,重钢3〜10kg /㎥组成。颗粒状的高炉矿渣可以用石灰或粉煤灰或无机物代替。混合时首先将土壤水分的自然状态与粘合剂混合,然后将土壤粘合剂的水分完全吸入浅粉的状态。将第一辊的天然石材或碎石置于湿润状态,通过施加二次电压精加工表面,并通过在其上喷涂20〜40kg的水溶性丙烯酸,使振荡电压进一步提高耐磨性表面以产生自然的气氛即可。

著录项

  • 公开/公告号KR19990078562A

    专利类型

  • 公开/公告日1999-11-05

    原文格式PDF

  • 申请/专利权人 최익순;

    申请/专利号KR19990015729

  • 发明设计人 정제선;최익순;

    申请日1999-04-30

  • 分类号C04B14/10;

  • 国家 KR

  • 入库时间 2022-08-22 02:16:34

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