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生物炭增韧轻质多孔水泥基复合材料:力学性能、耐久性与微 CT 分析。

Biochar admixtured lightweight, porous and tougher cement mortars: Mechanical, durability and micro computed tomography analysis.

机构信息

Department of Civil & Environmental Engineering, The Faculty of Engineering, The University of Auckland, Private Bag 92019, Auckland 1142, New Zealand.

Department of Civil & Environmental Engineering, The Faculty of Engineering, The University of Auckland, Private Bag 92019, Auckland 1142, New Zealand; Graduate Civil Engineer, AECOM, Auckland 1010, New Zealand.

出版信息

Sci Total Environ. 2021 Jan 1;750:142327. doi: 10.1016/j.scitotenv.2020.142327. Epub 2020 Sep 13.

Abstract

Currently, the global carbon footprint of cement industry is nearly 7 to 8% and this number is expected to grow in the near future given the continued global demand of cement usage in the construction and other sectors. Additionally, extraction of sand from the coastal and riverine environment is detrimental to ecosystem health and also gives rise to sand mafia in many developing countries. Biochar has the potential to sequester CO in cement mortars. The purpose of this study was to valorise a waste biomass (poultry litter) to carbon-rich biochar and utilise as filler material to replace the sand in the range of 10-40% of the total weight in cement. A total of four mix designs each with three replicates at 10%, 20%, and 40% replacement of sand and control (0% biochar addition) were investigated for their mechanical, durability and micro-computed tomography (CT) analysis. The results showed that the flexural strength of the composites at 20% biochar replacement of sand was improved by 26% when compared to control. Biochar addition lowered the thermal conductivity of the cement mortars and was optimised at 10% addition. The density of the mortars decreased ~20% with 40% biochar addition. Micro-CT analysis showed nearly a five-fold increase in the 2-dimensional porosity of the samples, from 2.5% (control) to 12% for samples which had 40% biochar; however, no marked changes were noticed for samples at 20% biochar addition. Taking mortar plastering as an example for 100 m area with standard 12 mm thickness revealed that CO emissions decreased 20% when sand was replaced with 40% biochar as compared to control specimen. It was concluded that biochar has the potential to replace the sand in the mortars for improving toughness, lowering thermal conductivity and density of the cement composites.

摘要

目前,全球水泥行业的碳足迹接近 7%至 8%,考虑到建筑等领域对水泥使用的持续全球需求,这一数字预计在不久的将来还会增长。此外,从沿海和河流环境中开采沙子会对生态系统健康造成危害,并且在许多发展中国家也催生了沙子黑手党。生物炭有可能在水泥灰浆中固定 CO。本研究的目的是将一种废生物质(家禽粪便)转化为富碳生物炭,并将其用作填料,以取代水泥中总重量的 10%至 40%的沙子。总共进行了四种混合设计,每种设计均有三个重复,沙子的替代率分别为 10%、20%和 40%,以及对照(不添加生物炭),对其机械性能、耐久性和微计算机断层扫描(CT)分析进行了研究。结果表明,与对照相比,当用 20%的生物炭替代沙子时,复合材料的抗弯强度提高了 26%。添加生物炭降低了水泥浆的导热系数,在添加 10%时达到最佳效果。当添加 40%的生物炭时,灰浆的密度降低了约 20%。微 CT 分析表明,与对照(2.5%)相比,具有 40%生物炭的样品的二维孔隙率增加了近五倍,达到 12%;然而,当添加 20%的生物炭时,样品中没有明显的变化。以 100 平方米的灰泥抹灰为例,标准厚度为 12 毫米,与对照样品相比,当用 40%的生物炭替代沙子时,CO 排放量减少了 20%。研究结果表明,生物炭有可能替代灰浆中的沙子,从而提高韧性、降低水泥复合材料的导热系数和密度。

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