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纳米二氧化硅改性泡沫混凝土的新拌及硬化性能增强

Enhanced fresh and hardened properties of foamed concrete modified with nano-silica.

作者信息

Othuman Mydin Md Azree, Jagadesh P, Bahrami Alireza, Dulaimi Anmar, Onuralp Özkılıç Yasin, Omar Roshartini

机构信息

School of Housing, Building and Planning, Universiti Sains Malaysia, 11800, Penang, Malaysia.

Department of Civil Engineering, Coimbatore Institute of Technology, Tamil Nadu, 638 056, India.

出版信息

Heliyon. 2024 Feb 12;10(4):e25858. doi: 10.1016/j.heliyon.2024.e25858. eCollection 2024 Feb 29.

Abstract

Nowadays, the application of nanotechnology has gained increased attention in the concrete technology field. Several applications of concrete require light weight; one such concrete used is foamed concrete (FC), which has more voids in the microstructure. In this study, nano-silica (NS) was utilized, which exhibits a pozzolanic nature, and it reacts with other pozzolanic compositions (like lime, alumina, etc.) to form hydrated compounds in concrete. Apart from these hydrated compounds, NS acts as a filler material and enhances properties of concrete such as the fresh and hardened properties. This research examines the fresh, hardened, and microstructural properties of FC blended with NS. The ratio of binder and filler used in this research is 1:1.5, with a water-to-binder ratio of 0.45 and a density of 880 kg/m. A total of six different weight fractions of NS were added to FC mixes, namely 0%, 1%, 2%, 3%, 4%, and 5%. Properties assessed for FC blended with NS were the slump, bulk density, strength parameters (flexural, splitting tensile, and compressive strengths), morphological analysis, water absorption, and porosity. It was concluded from this study that the optimum NS utilized to improve the properties was 3%. Apart from this, the relationship between the mechanical properties and NS dosages was developed. The correlations between the compressive strength and other properties were analyzed, and relationships were developed based on the best statistical approach. This study helps academicians, researchers, and industrialists enhance the properties of FC blended with NS and their relationships to predict concrete properties from other properties.

摘要

如今,纳米技术在混凝土技术领域的应用受到了越来越多的关注。混凝土的一些应用需要轻质;一种这样使用的混凝土是泡沫混凝土(FC),其微观结构中有更多孔隙。在本研究中,使用了具有火山灰性质的纳米二氧化硅(NS),它与其他火山灰成分(如石灰、氧化铝等)反应,在混凝土中形成水合化合物。除了这些水合化合物外,NS还作为填充材料,增强混凝土的性能,如新拌性能和硬化性能。本研究考察了掺加NS的FC的新拌、硬化和微观结构性能。本研究中使用的胶凝材料与填充材料的比例为1:1.5,水胶比为0.45,密度为880kg/m³。总共向FC混合料中添加了六种不同重量分数的NS,即0%、1%、2%、3%、4%和5%。对掺加NS的FC评估的性能包括坍落度、堆积密度、强度参数(抗弯、劈裂抗拉和抗压强度)、形态分析、吸水率和孔隙率。本研究得出的结论是,用于改善性能的最佳NS用量为3%。除此之外,还建立了力学性能与NS用量之间的关系。分析了抗压强度与其他性能之间的相关性,并基于最佳统计方法建立了关系。本研究有助于学者、研究人员和实业家提高掺加NS的FC的性能及其关系,以便从其他性能预测混凝土性能。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/0c7d/10900432/ae695aa0c5e5/gr1.jpg

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