IF 6.7 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
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引用次数: 0

摘要

建筑行业一直在寻找可持续的替代品作为主要建筑材料,以减轻对环境的影响,实现可持续发展。本研究致力于开发和测试以回收砖废料(RBW)作为土工聚合物前体材料的土工聚合物砖的性能。本研究的主要目的是回收和再利用建筑与拆除(C&D)废物中的砖块废料,并评估基于回收砖块废料的土工聚合物砖(RBWB)的物理机械性能、砖块粘结强度和耐久性能。试验混合料采用田口 L9(33)正交阵列设计法进行制备;考虑了三个因素和三个水平,即摩尔浓度(M)8-12、碱溶液比(ASR)1.5-2.5 和固化温度(CT)40-60 °C。为确定最佳参数,进行了统计方差分析(ANOVA)和多反应优化。进行了预测分析和确认实验,并在 95 % 的置信区间 (CI) 内进行了验证。根据多反应分析,提高砖块性能的最佳参数是 10M、2.5ASR 和 60 °C CT。RBWB 在 400 °C 时的抗压强度仅降低 3.1%-5.87%,在 1000 °C 时降低 7.1%-8%,这表明它们具有很高的热稳定性,可适用于高温应用。在 5% H2SO4 溶液中暴露 7-180 天后,RBWB 的重量和抗压强度分别降低了 3.1%-9.2 % 和 3.1%-35.73 %。此外,将 RBWB 暴露于 5 % 的 Na2SO4 溶液中 180 天后,重量变化从 1.4 % 到 -1.1 %,抗压强度从 2.74 % 到 -13.2 %。这些结果进一步揭示了 RBWB 是一种可行的、可持续的传统砖块替代品,具有显著的环境效益和更好的建筑应用特性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Development and performance evaluation of recycled brick waste-based geopolymer brick for improved physcio-mechanical, brick-bond and durability properties

The construction industry continuously seeks sustainable alternatives as primary building materials to mitigate environmental impacts and achieve sustainable development. In this study, efforts are been made to develop and test the performance of geopolymer bricks with recycled brick waste (RBW) as a precursor material in the geopolymer. The main objective of the present study is to recycle and reutilize brick wastes from Construction and Demolition (C&D) waste and assess their physico-mechanical, brick-bond strength, and durability properties of recycled brick waste-based geopolymer bricks (RBWB). The trial mix had been prepared using the Taguchi L9 (33) Orthogonal Array design; three factors and three levels were considered, Molarity (M) 8–12, Alkaline Solution Ratio (ASR) 1.5–2.5, and Curing Temperature (CT) 40–60 °C. Statistical analysis of variance (ANOVA) and multi-response optimization were conducted to identify optimal parameters. Prediction analysis and confirmation experiments were performed and validated within a 95 % confidence interval (CI). According to multi-response analysis, the optimal parameters for enhancing the performances of bricks were 10M, 2.5ASR, and 60 °C CT. RBWB showed only a 3.1%–5.87 % reduction in compressive strength at 400 °C and 7.1%–8% at 1000 °C, indicating that they are highly thermally stable and can be suitably used for high-temperature applications. The weight and compressive strength reductions of RBWB in the range of 3.1%–9.2 % and 3.1%–35.73 %, respectively, were recorded after exposure to a solution of 5 % H2SO4 for 7–180 days. Further, the exposure of RBWB to a 5 % Na2SO4 solution resulted in weight change from 1.4 % to −1.1 % and compressive strength from 2.74 % to −13.2 % for 180 days. These results further reveal RBWB as a viable and sustainable substitute for traditional bricks, offering significant environmental benefits with improved characteristics for building applications.

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来源期刊
Journal of building engineering
Journal of building engineering Engineering-Civil and Structural Engineering
CiteScore
10.00
自引率
12.50%
发文量
1901
审稿时长
35 days
期刊介绍: The Journal of Building Engineering is an interdisciplinary journal that covers all aspects of science and technology concerned with the whole life cycle of the built environment; from the design phase through to construction, operation, performance, maintenance and its deterioration.
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