综合技术、生命周期成本和环境生命周期评价,优化粉煤灰水泥砖生产的整体方法和框架

Mohammed Rihan Maaze
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引用次数: 0

摘要

粉煤灰是煤燃烧的一种副产品,近年来由于其在建筑工业中作为传统水泥的可持续替代品的潜力而引起了极大的关注。本研究为粉煤灰水泥砖(FACB)的开发提出了一个综合的、新颖的框架,将技术性能优化、环境评价和经济可行性分析相结合。采用田口正交设计,对粉煤灰(50 ~ 70%)、水泥(7.5 ~ 12.5%)、水胶比(20 ~ 24%)3个因素和水平进行了参数化研究。根据ISO 14040/44和ISO 15686标准进行了全面的环境生命周期评估(LCA)和生命周期成本分析(LCCA)。为了达到10 MPa的目标抗压强度,同时最大限度地减少吸水率、收缩率、开花率和全球变暖潜能值(GWP),进行了多参数优化。确定了最佳配合比为60%粉煤灰、10%水泥、22%水胶比(0.22),实验验证了95%的置信区间,证实了预测响应特性的准确性。抗压强度的提高和吸水率的降低主要是由于水泥水化作用增强了基质的致密性,而收缩和气孔的降低主要是由于填料作用和粉煤灰的火山灰活性。零粉煤灰质量分配的LCA结果表明,每块砖的GWP范围为0.58 ~ 0.77 kg CO2当量,水泥含量和运输是排放的主要贡献者。LCCA评估表明,具有竞争力的生产成本为每块砖5.44卢比(0.06美元),使其在大规模工业生产中具有经济可行性。本研究为工业和中小微企业(MSMEs)提高生产效率、降低成本和促进可持续制造实践提供了一个全面的框架。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A holistic approach and frame work to optimized fly ash cement brick production integrating technical, life cycle cost and environmental life cycle assessment
The utilization of fly ash, a by-product of coal combustion, has gained significant attention in recent years due to its potential as a sustainable alternative to traditional cement in the construction industry. This study proposes a comprehensive and novel framework for the development of fly ash cement bricks (FACB), integrating technical performance optimization, environmental assessment, and economic viability analysis. A parametric investigation was conducted using the Taguchi orthogonal array design with three factors and levels, fly ash (50–70 %), cement (7.5–12.5 %), and water-to-binder ratio (20–24 %). A comprehensive environmental Life Cycle Assessment (LCA) with and without mass allocation to fly ash and Life Cycle Cost Analysis (LCCA) were conducted in accordance with ISO 14040/44 and ISO 15686 standards. Multi-parameter optimization was performed to achieve a target compressive strength of 10 MPa while minimizing water absorption, shrinkage, efflorescence, and Global Warming Potential (GWP). The optimal mix proportions were identified as 60 % fly ash, 10 % cement, and a 22 % (0.22) water-to-binder ratio and experimentally validated with a 95 % confidence interval, confirming the accuracy of the predicted response properties. The improved compressive strength and reduced water absorption were attributed to enhanced matrix densification from cement hydration, while lower shrinkage and efflorescence resulted from the filler effect and pozzolanic activity of fly ash. The LCA results with zero mass allocation of fly ash indicated that the GWP per brick ranged from 0.58 to 0.77 kg CO2 eq, with cement content and transportation being the primary contributors to emissions. The LCCA assessment demonstrated a competitive production cost of ₹5.44 (0.06$) per brick, making it financially viable for large-scale industrial manufacturing. This research provides a comprehensive framework for industries and Micro, Small, and Medium Enterprises (MSMEs) to enhance production efficiency, reduce costs, and promote sustainable manufacturing practices.
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