Construction Rubble, Foundry Sand and Marble Waste Powder; as Raw Materials on Concrete Bricks Production

Maher El- Sockary, Amany F. Hasballah, Omnya A. El-Batrawy, A. Gharieb, M. El-Gammal
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引用次数: 1

Abstract

The construction wastes is one of the environmental problem not only in Egypt but also in the whole world. The main objective of this paper to evaluated the fully replacing of natural aggregate (NA) by construction wastes (CW), full replace of natural sand (NS) by foundry sand (FS) and partially replaced of Portland cement (OPC) by marble fine waste (MFW) on the compressive strength was found out at 7, 28 days and 90 days and explained if these trials could be used in bricks manufacturing so Concrete cubes of size 150*150*150 mm were prepared in this paper with a different replacement ratio of Portland cement (PC) by marble fine waste (MFW) were 0%, 10%, 20%, 30% and 50% by weight of cement. Results show that the compressive strength by 0%,10% 20%, 30% and 50% at 7, and 28 days which the cement was replace ratio of marble fine waste (MFW) (140-141,92-91,90-86,82-80,and 73-76 kg/cm2) respectively. The compressive strength of sample 50% replacement gives compressive strength (73 – 76 kg/cm2) which consider as lowest compressive strength of these trials however it utilized maximum amount of marble dust which contributed to the elimination of the largest amount of wastes and also can be used successfully in the concrete bricks manufacturing as Egyptian standard No. 1292 and Egyptian code ECP 204 which give the compressive strength is 70 kg/cm2. The present study demostrated that, the mixture can used in brick manufacturing as shipper and green method to utilize the different waste and make new sustainability products.
建筑碎石、铸造砂、大理石废粉;作为生产混凝土砖的原材料
建筑垃圾不仅是埃及的环境问题,也是全世界的环境问题之一。本文的主要目的是评价建筑垃圾(CW)完全替代天然骨料(NA)、铸造砂(FS)完全替代天然砂(NS)和大理石细废物(MFW)部分替代波特兰水泥(OPC)的抗压强度。28天和90天,并解释了这些试验是否可以用于砖块制造,因此本文制备了尺寸为150*150*150 mm的混凝土立方体,其中大理石细废物(MFW)的波特兰水泥(PC)替代率为水泥重量的0%,10%,20%,30%和50%。结果表明:当水泥替代大理石细废料(MFW)的比例分别为140 ~ 141、92 ~ 91、90 ~ 86、82 ~ 80、73 ~ 76 kg/cm2时,水泥抗压强度在7、28 d分别提高0%、10%、20%、30%和50%;50%替代样品的抗压强度给出了抗压强度(73 - 76 kg/cm2),这被认为是这些试验中最低的抗压强度,但是它利用了最大数量的大理石粉尘,这有助于消除最大数量的废物,并且也可以成功地用于混凝土砖制造,埃及标准1292号和埃及规范ECP 204给出了抗压强度为70 kg/cm2。本研究表明,该混合料可用于制砖,作为托运人和绿色方法,利用不同的废物,制造新的可持续产品。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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