Characterization of airborne dust emissions from three types of crushed multi-walled carbon nanotube-enhanced concretes

IF 4.7 3区 环境科学与生态学 Q2 ENVIRONMENTAL SCIENCES
Camilla Abrahamsson , Jenny Rissler , Monica Kåredal , Maria Hedmer , Jan Suchorzewski , Miguel Prieto , Ojas Arun Chaudhari , Anders Gudmundsson , Christina Isaxon
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引用次数: 0

Abstract

Dispersing Multi-Walled Carbon Nanotubes (MWCNTs) into concrete at low (<1 wt% in cement) concentrations may improve concrete performance and properties and provide enhanced functionalities. When MWCNT-enhanced concrete is fragmented during remodelling or demolition, the stiff, fibrous and carcinogenic MWCNTs will, however, also be part of the respirable particulate matter released in the process. Consequently, systematic aerosolizing of crushed MWCNT-enhanced concretes in a controlled environment and measuring the properties of this aerosol can give valuable insights into the characteristics of the emissions such as concentrations, size range and morphology. These properties impact to which extent the emissions can be inhaled as well as where they are expected to deposit in the lung, which is critical to assess whether these materials might constitute a future health risk for construction and demolition workers. In this work, the impact from MWCNTs on aerosol characteristics was assessed for samples of three concrete types with various amounts of MWCNT, using a novel methodology based on the continuous drop method. MWCNT-enhanced concretes were crushed, aerosolized and the emitted particles were characterized with online and offline techniques. For light-weight porous concrete, the addition of MWCNT significantly reduced the respirable mass fraction (RESP) and particle number concentrations (PNC) across all size ranges (7 nm – 20 μm), indicating that MWCNTs dampened the fragmentation process by possibly reinforcing the microstructure of brittle concrete. For normal concrete, the opposite could be seen, where MWCNTs resulted in drastic increases in RESP and PNC, suggesting that the MWCNTs may be acting as defects in the concrete matrix, thus enhancing the fragmentation process. For the high strength concrete, the fragmentation decreased at the lowest MWCNT concentration, but increased again for the highest MWCNT concentration. All tested concrete types emitted <100 nm particles, regardless of CNT content. SEM imaging displayed CNTs protruding from concrete fragments, but no free fibres were detected.

Abstract Image

三种碾压多壁碳纳米管增强混凝土的空气粉尘排放特征
将多壁碳纳米管(MWCNTs)以低浓度(水泥中的 1 wt%)分散到混凝土中可改善混凝土的性能和特性,并提供更强的功能。然而,当 MWCNT 增强混凝土在重塑或拆除过程中碎裂时,僵硬、纤维状和致癌的 MWCNT 也将成为该过程中释放的可吸入颗粒物的一部分。因此,在受控环境中对粉碎的增强型 MWCNT 混凝土进行系统的气溶胶化,并测量这种气溶胶的特性,可对排放物的特性(如浓度、大小范围和形态)提供有价值的见解。这些特性会影响排放物可被吸入的程度以及在肺部的沉积位置,这对于评估这些材料未来是否会对建筑和拆除工人的健康构成威胁至关重要。在这项工作中,使用一种基于连续滴落法的新方法,评估了含有不同数量 MWCNT 的三种混凝土类型样本的 MWCNT 对气溶胶特性的影响。对添加了 MWCNT 的混凝土进行粉碎、气溶胶化,并使用在线和离线技术对释放的颗粒进行表征。对于轻质多孔混凝土,添加 MWCNT 可显著降低所有尺寸范围(7 nm - 20 μm)的可吸入质量分数(RESP)和颗粒数浓度(PNC),这表明 MWCNT 可能通过强化脆性混凝土的微观结构来抑制碎裂过程。而普通混凝土的情况恰恰相反,MWCNT 导致 RESP 和 PNC 的急剧增加,表明 MWCNT 可能是混凝土基体中的缺陷,从而增强了破碎过程。在高强度混凝土中,MWCNT 浓度越低,破碎率越低,但 MWCNT 浓度越高,破碎率越高。所有测试的混凝土类型都会释放出 100 nm 的颗粒,与 CNT 的含量无关。扫描电子显微镜成像显示了混凝土碎片中突出的 CNT,但没有检测到游离纤维。
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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来源期刊
NanoImpact
NanoImpact Social Sciences-Safety Research
CiteScore
11.00
自引率
6.10%
发文量
69
审稿时长
23 days
期刊介绍: NanoImpact is a multidisciplinary journal that focuses on nanosafety research and areas related to the impacts of manufactured nanomaterials on human and environmental systems and the behavior of nanomaterials in these systems.
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