jamtJournal of Advanced Materials and TechnologiesJournal of Advanced Materials and Technologies2782-21922782-2206ФГБОУ ВО «ТГТУ»10.17277/jamt.2024.02.pp.091-099jamt-11Research ArticleСовременные конструкционные материалы, материалы для экстремальных условийAdvanced structural materials, materials for extreme conditionsМодифицирование мелкозернистого бетона углеродными нанотрубкамиModification of fine-grained concrete with carbon nanotubeshttps://orcid.org/0009-0002-6688-0293ЛяшенкоД. А.LyashenkoD. A.

Ляшенко Дмитрий Александрович, аспирант 

ул. Академическая, 1, Волгоград, 400074

Dmitry A. Lyashenko, Postgraduate

1, Akademicheskaya St., Volgograd, 400074

Dmitiry.lyashenko@yandex.ruhttps://orcid.org/0009-0002-6688-0293ПерфиловВ. А.PerfilovV. A.

Перфилов Владимир Александрович, доктор технических наук, профессор

ул. Академическая, 1, Волгоград, 400074

Vladimir A. Perfilov, D. Sc. (Eng.), Professor

1, Akademicheskaya St., Volgograd, 400074

vladimirperfilov@mail.ruВолгоградский государственный технический университетРоссияVolgograd State Technical UniversityRussian Federation202413022026929199Copyright © Ляшенко Д.А., Перфилов В.А., 20262026Ляшенко Д.А., Перфилов В.А.Lyashenko D.A., Perfilov V.A.Данная работа распространяется под лицензией Creative Commons Attribution 4.0.This work is licensed under a Creative Commons Attribution 4.0 License.https://jamt.elpub.ru/jour/article/view/11

Рассмотрена возможность использования нанотехнологий в производстве бетона. Особое внимание уделено способу введения наноразмерных добавок, из-за их малой концентрации в составе бетона, а также их склонности к образованию агрегатов. Представлены экспериментальные данные по подбору вида пластифицирующей добавки для получения оптимальных пластических свойств бетонной смеси. На основе экспериментальных данных подобран пластификатор СП-3, который позволил понизить водоцементное отношение от 0,48 до 0,36 без потери пластичности смеси. Показаны данные по разработке состава наномодифицированного мелкозернистого бетона путем введения углеродных нанотрубок Таунит-М в количестве 0,01…0,001 % по массе вяжущего. Рассмотрено два метода внесения углеродных нанотрубок, а именно технология ультразвукового диспергирования, применение аппарата вихревого слоя и совместное применение двух технологий для комплексной добавки в бетон. Наибольшее повышение прочности (до 26 %) достигалось при введении в смесь нанотрубок с помощью линейно индукционного вращателя, совместно с введением в воду затворения пластификатора с помощью ультразвукового диспергатора.

The article considers the possibility of using nanotechnology in the production of concrete. Special attention is paid to the method of administration of nano-sized additives, due to their low concentration in the composition of concrete, as well as their tendency to form aggregates. Experimental data on the selection of a type of plasticizing additive to obtain optimum plastic properties of a concrete mix are presented. Thus, on the basis of the experimental data, the plasticizer SP-3 was selected, which allowed to reduce the water-cement ratio from 0.48 to 0.36 without losing the plasticity of the mixture. Data on the development of the composition of nanomodified fine-grained concrete by introducing Taunit-M carbon nanotubes in the amount of 0.01–0.001 % by weight of the binder are also presented. Two methods of introducing carbon nanotubes are considered, namely the technology of ultrasonic dispersion and the use of a vortex layer apparatus. The possibility of combining the two technologies to introduce a complex additive into concrete is considered. The greatest increase in strength (up to 26 %) was achieved when nanotubes were introduced into the mix using a linear induction rotator together with the introduction of a plasticizer into the water using an ultrasonic disperser.

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The authors declare that there are no conflicts of interest present.