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用于优化混凝土的技术源纤维废料

Technogenic Fiber Wastes for Optimizing Concrete.

作者信息

Klyuev Sergey, Fediuk Roman, Ageeva Marina, Fomina Ekaterina, Klyuev Alexander, Shorstova Elena, Sabitov Linar, Radaykin Oleg, Anciferov Sergey, Kikalishvili Diana, de Azevedo Afonso R G, Vatin Nikolai Ivanovich, Amran Mugahed

机构信息

Belgorod State Technological University Named after V.G. Shukhov, 308012 Belgorod, Russia.

Polytechnical Institute, Far Eastern Federal University, 690922 Vladivostok, Russia.

出版信息

Materials (Basel). 2022 Jul 20;15(14):5058. doi: 10.3390/ma15145058.

DOI:10.3390/ma15145058
PMID:35888529
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC9325013/
Abstract

A promising method of obtaining mineral fiber fillers for dry building mixtures is the processing of waste that comes from the production of technogenic fibrous materials (TFM). The novelty of the work lies in the fact that, for the first time, basalt production wastes were studied not only as reinforcing components, but also as binder ones involved in concrete structure formation. The purpose of the article is to study the physical and mechanical properties of waste technogenic fibrous materials as additives for optimizing the composition of raw concrete mixes. To assess the possibility of using wastes from the complex processing of TFM that were ground for 5 and 10 min as an active mineral additive to concrete, their chemical, mineralogical, and granulometric compositions, as well as the microstructure and physical and mechanical characteristics of the created concretes, were studied. It is established that the grinding of TFM for 10 min leads to the grinding of not only fibers, but also pellets, the fragments of which are noticeable in the total mass of the substance. The presence of quartz in the amorphous phase of TFM makes it possible to synthesize low-basic calcium silicate hydrates in a targeted manner. At 90 days age, at 10-20% of the content of TFM, the strength indicators increase (above 40 MPa), and at 30% of the additive content, they approach the values of the control composition without additives (above 35 MPa). For all ages, the ratio of flexural and compressive strengths is at the level of 0.2, which characterizes a high reinforcing effect. Analysis of the results suggests the possibility of using waste milled for 10 min as an active mineral additive, as well as to give better formability to the mixture and its micro-reinforcement to obtain fiber-reinforced concrete.

摘要

一种为干拌建筑混合物获取矿物纤维填料的有前景的方法是对来自技术成因纤维材料(TFM)生产过程中的废料进行加工处理。这项工作的新颖之处在于,首次不仅将玄武岩生产废料作为增强组分进行研究,还将其作为参与混凝土结构形成的粘结剂组分进行研究。本文的目的是研究作为添加剂的技术成因纤维材料废料的物理和力学性能,以优化生混凝土混合料的组成。为评估将研磨5分钟和10分钟的TFM复杂加工废料用作混凝土活性矿物添加剂的可能性,研究了它们的化学、矿物学和粒度组成,以及所制得混凝土的微观结构和物理力学特性。已确定将TFM研磨10分钟不仅会使纤维被研磨,还会使球粒被研磨,其碎片在物质的总质量中很明显。TFM非晶相中石英的存在使得有针对性地合成低碱硅酸钙水合物成为可能。在90天龄期时,当TFM含量为10 - 20%时,强度指标会提高(超过40MPa),当添加剂含量为30%时,强度指标接近无添加剂的对照组合物的值(超过35MPa)。对于所有龄期,抗弯强度与抗压强度之比处于0.2的水平,这表明具有高增强效果。结果分析表明,有可能将研磨10分钟的废料用作活性矿物添加剂,以及使混合物具有更好的可成型性并对其进行微增强以获得纤维增强混凝土。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6afb/9325013/38e87541dcfe/materials-15-05058-g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6afb/9325013/032023c22c02/materials-15-05058-g001.jpg
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https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6afb/9325013/bd2d88b05833/materials-15-05058-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6afb/9325013/5035b52ec55a/materials-15-05058-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6afb/9325013/d7e07d3306c0/materials-15-05058-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6afb/9325013/bad489f1fae7/materials-15-05058-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6afb/9325013/38e87541dcfe/materials-15-05058-g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6afb/9325013/032023c22c02/materials-15-05058-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6afb/9325013/fc0396f7e829/materials-15-05058-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6afb/9325013/f2fb94f61de1/materials-15-05058-g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6afb/9325013/c3fc9cd88008/materials-15-05058-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6afb/9325013/bd2d88b05833/materials-15-05058-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6afb/9325013/5035b52ec55a/materials-15-05058-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6afb/9325013/d7e07d3306c0/materials-15-05058-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6afb/9325013/bad489f1fae7/materials-15-05058-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6afb/9325013/38e87541dcfe/materials-15-05058-g009.jpg

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