焚烧城市生活垃圾粉煤灰替代水泥混凝土材料的表征与优化,埃塞俄比亚,东非

Simegn Abebe, Abebe Sisay, W. Abebe
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摘要

焚烧后的城市生活垃圾飞灰是垃圾焚烧发电技术发电后发现的副产品。以颗粒物的形式处理这些灰烬已经给城市造成了严重的环境问题。因此,进行这项研究是为了检查焚烧的城市固体废物飞灰作为水泥替代材料的潜力。通过对Reppie垃圾焚烧后的城市生活垃圾飞灰进行硅酸盐分析,对其主要化学成分进行了研究,测试了ASTM C 618中C级人工火山灰性能的要求,为建筑行业在混凝土结构中部分替代水泥提供了可能。按照EBCS-2 1995[1]的规定,将该粉煤灰试样按设计配合比1:2:3随机排列,水灰比最大为0.45进行抗压强度试验、抗拉强度试验、密度试验和吸水试验。抗压强度试验结果表明,焚烧后的城市生活垃圾粉煤灰替代标准普通波特兰水泥(OPC)的比例高达13.6%,达到了养护期28天的目标抗压强度要求。M-30等级混凝土的28天抗压强度低于15%以上的替代量,但对其他等级的简单混凝土结构有效。由此得出,焚烧后的生活垃圾粉煤灰替代水泥13.6%后,混凝土抗压强度接近30 MPa,满足混凝土标号要求。通过进一步优化,更高的替换量也可用于建筑行业中简单结构所需的M-25、M-20、M-15级混凝土等其他等级的混凝土。因此,用焚烧后的城市固体废物飞灰来代替能源厂的水泥在环境方面是有前景的,这进一步鼓励了废物作为宝贵资源的利用,从而解决了直接向环境排放所造成的问题。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Characterization and Optimization of Incinerated Municipal Solid Waste Fly Ash as a Cement Substitute Material in Concrete at Reppie Waste to Energy Plant, Ethiopia, East Africa
Incinerated municipal solid waste fly ash is a byproduct of Reppie Waste to Energy Plant Technology found after generation of power and electricity. The disposal of this ash in the form of particulate matter is already causing serious environmental problems to the city. This research was, therefore, conducted to examine the potential of incinerated municipal solid waste fly ash as a cement substitute material. The incinerated municipal solid waste fly ash of Reppie waste to energy plant after silicate analysis was investigated for the major chemical composition to test the requirement of ASTM C 618 artificial pozzolanic property of class C. This makes it possible to the partial replacement of cement in concrete structure for the construction industry. The samples of this fly ash were arranged in a random and design mix ratio of 1:2:3 with a maximum 0.45 water-cement ratios following EBCS-2, 1995 [1] to survey compressive strength tests, tensile strength, density test, and water absorbency tests. The test result of compressive strength showed that, up to 13.6% substitution of the standard Ordinary Portland Cement (OPC) by incinerated municipal solid waste fly ash in concrete gratify the targeted compressive strength requirement at 28 days of curing period. While more than 15% of the substitution showed lower compressive strength at 28 days for M-30 grade of concrete but it works for other grades of the simple concrete structure. Therefore, it can be concluded that 13.6% replacement of cement by incinerated municipal solid waste fly ash resulted in nearly 30 MPa compressive strength which satisfies the required concrete grade. The higher replacement could also be used for other grades of concrete required such as M-25, M-20, and M-15 grade of concrete for simple structure in the construction industry by further optimization. Hence, the substitution of incinerated municipal solid waste fly ash from Reppie waste to energy plant for cement in concrete is environmentally promising which further encourages the use of waste as valuable resources thereby solves the problems caused by its direct disposal to the environment.
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