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<article article-type="research-article" dtd-version="1.3" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xml:lang="ru"><front><journal-meta><journal-id journal-id-type="publisher-id">mgssuvest</journal-id><journal-title-group><journal-title xml:lang="ru">Вестник МГСУ</journal-title><trans-title-group xml:lang="en"><trans-title>Vestnik MGSU</trans-title></trans-title-group></journal-title-group><issn pub-type="ppub">1997-0935</issn><issn pub-type="epub">2304-6600</issn><publisher><publisher-name>Moscow State University of Civil Engineering (National Research University) (MGSU)</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.22227/1997-0935.2024.4.580-595</article-id><article-id custom-type="elpub" pub-id-type="custom">mgssuvest-236</article-id><article-categories><subj-group subj-group-type="heading"><subject>Research Article</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="ru"><subject>Строительное материаловедение</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="en"><subject>Construction material engineering</subject></subj-group></article-categories><title-group><article-title>Гипсоцементно-пуццолановые бетоны для аддитивного строительного производства</article-title><trans-title-group xml:lang="en"><trans-title>Gypsum-cement-puzzolanic concrete for 3D CP</trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author" corresp="yes"><contrib-id contrib-id-type="orcid">https://orcid.org/0000-0002-4251-1605</contrib-id><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Рахимов</surname><given-names>Р. З.</given-names></name><name name-style="western" xml:lang="en"><surname>Rakhimov</surname><given-names>R. Z.</given-names></name></name-alternatives><bio xml:lang="ru"><p>Равиль Зуфарович Рахимов — доктор технических наук, профессор, советник ректората, член-корреспондент РААСН</p><p>420043, г. Казань, ул. Зеленая, д. 1</p><p>РИНЦ ID: 612876, Scopus: 7005848197, ResearcherID: AAG-2224-2019</p></bio><bio xml:lang="en"><p>Ravil Z. Rakhimov — Doctor of Technical Sciences, Professor, Advisor to the Rector’s Office, Corresponding Member of the RAASN</p><p>1 Zelenaya st., Kazan, 420043, Republic of Tatarstan</p><p>ID RSCI: 612876, Scopus: 7005848197, ResearcherID: AAG-2224-2019</p></bio><email xlink:type="simple">rahimov11@bk.ru</email><xref ref-type="aff" rid="aff-1"/></contrib><contrib contrib-type="author" corresp="yes"><contrib-id contrib-id-type="orcid">https://orcid.org/0000-0003-2062-5289</contrib-id><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Мухаметрахимов</surname><given-names>Р. Х.</given-names></name><name name-style="western" xml:lang="en"><surname>Mukhametrakhimov</surname><given-names>R. Kh.</given-names></name></name-alternatives><bio xml:lang="ru"><p>Рустем Ханифович Мухаметрахимов — кандидат технических наук, доцент кафедры технологий строительного производства</p><p>420043, г. Казань, ул. Зеленая, д. 1, Республика Татарстан</p><p>РИНЦ ID: 616214, Scopus: 57194452261, ResearcherID: N-9429-2016</p></bio><bio xml:lang="en"><p>Rustem Kh. Mukhametrakhimov — Candidate of Technical Sciences, Associate Professor of the Department of Construction Production Technologies</p><p>1 Zelenaya st., Kazan, 420043, Republic of Tatarstan</p><p>ID RSCI: 616214, Scopus: 57194452261, ResearcherID: N-9429-2016</p></bio><email xlink:type="simple">muhametrahimov@mail.ru</email><xref ref-type="aff" rid="aff-1"/></contrib><contrib contrib-type="author" corresp="yes"><contrib-id contrib-id-type="orcid">https://orcid.org/0000-0001-9999-6925</contrib-id><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Галаутдинов</surname><given-names>А. Р.</given-names></name><name name-style="western" xml:lang="en"><surname>Galautdinov</surname><given-names>A. R.</given-names></name></name-alternatives><bio xml:lang="ru"><p>Альберт Радикович Галаутдинов — кандидат технических наук, доцент кафедры технологий строительного производства</p><p>420043, г. Казань, ул. Зеленая, д. 1, Республика Татарстан</p><p>РИНЦ ID: 836160, Scopus: 57194458273, ResearcherID: G-6938-2018</p></bio><bio xml:lang="en"><p>Albert R. Galautdinov — Candidate of Technical Sciences, Associate Professor of the Department of Construction Production Technologies</p><p>1 Zelenaya st., Kazan, 420043, Republic of Tatarstan</p><p>D RSCI: 836160, Scopus: 57194458273, ResearcherID: G-6938-2018</p></bio><email xlink:type="simple">galautdinov89@mail.ru</email><xref ref-type="aff" rid="aff-1"/></contrib><contrib contrib-type="author" corresp="yes"><contrib-id contrib-id-type="orcid">https://orcid.org/0000-0003-0090-2410</contrib-id><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Зиганшина</surname><given-names>Л. В.</given-names></name><name name-style="western" xml:lang="en"><surname>Ziganshina</surname><given-names>L. V.</given-names></name></name-alternatives><bio xml:lang="ru"><p>Лилия Валиевна Зиганшина — кандидат технических наук, старший научный сотрудник кафедры технологий строительного производства</p><p>420043, г. Казань, ул. Зеленая, д. 1, Республика Татарстан</p><p>Scopus: 57194444416, ResearcherID: AAG-9477-2020</p></bio><bio xml:lang="en"><p>Liliya V. Ziganshina — Candidate of Technical Sciences, Senior Researcher at the Department of Construction Production Technologies</p><p>1 Zelenaya st., Kazan, 420043, Republic of Tatarstan</p><p>Scopus: 57194444416, ResearcherID: AAG-9477-2020</p></bio><email xlink:type="simple">lilya0503199@gmail.com</email><xref ref-type="aff" rid="aff-1"/></contrib></contrib-group><aff-alternatives id="aff-1"><aff xml:lang="ru"><institution>Казанский государственный архитектурно-строительный университет (КГАСУ)</institution><country>Россия</country></aff><aff xml:lang="en"><institution>Kazan State University of Architecture and Engineering (KSUAE)</institution><country>Russian Federation</country></aff></aff-alternatives><pub-date pub-type="collection"><year>2024</year></pub-date><pub-date pub-type="epub"><day>29</day><month>04</month><year>2024</year></pub-date><volume>19</volume><issue>4</issue><fpage>580</fpage><lpage>595</lpage><permissions><copyright-statement>Copyright &amp;#x00A9; Рахимов Р.З., Мухаметрахимов Р.Х., Галаутдинов А.Р., Зиганшина Л.В., 2024</copyright-statement><copyright-year>2024</copyright-year><copyright-holder xml:lang="ru">Рахимов Р.З., Мухаметрахимов Р.Х., Галаутдинов А.Р., Зиганшина Л.В.</copyright-holder><copyright-holder xml:lang="en">Rakhimov R.Z., Mukhametrakhimov R.K., Galautdinov A.R., Ziganshina L.V.</copyright-holder><license xml:lang="ru" license-type="creative-commons-attribution" xlink:href="https://creativecommons.org/licenses/by/4.0/" xlink:type="simple"><license-p>Данная работа распространяется под лицензией Creative Commons Attribution 4.0.</license-p></license><license xml:lang="en" license-type="creative-commons-attribution" xlink:href="https://creativecommons.org/licenses/by/4.0/" xlink:type="simple"><license-p>This work is licensed under a Creative Commons Attribution 4.0 License.</license-p></license></permissions><self-uri xlink:href="https://www.vestnikmgsu.ru/jour/article/view/236">https://www.vestnikmgsu.ru/jour/article/view/236</self-uri><abstract><sec><title>Введение</title><p>Введение. Аддитивное строительное производство (3D-печать), осуществляемое бетонными и растворными смесями на основе минеральных вяжущих, в том числе смешанных, является одним из перспективных способов изготовления строительных изделий, конструкций, возведения зданий и сооружений. Анализ современного состояния исследований в области разработки композиционных материалов на основе гипсоцементно-пуццоланового вяжущего для строительной 3D-печати свидетельствует об ограниченности его применения ввиду коротких сроков схватывания гипса, а также низких показателей водостойкости и пределов прочности изделий на его основе, что свидетельствует об актуальности изучения, направленного на разработку стабильных составов гипсоцементно-пуццолановых бетонов (ГЦПБ) для 3D-печати, обладающих высокими физико-техническими и оптимальными реотехнологическими характеристиками.</p></sec><sec><title>Материалы и методы</title><p>Материалы и методы. Изготовление образцов осуществлялось на строительном 3D-принтере АМТ S-6044 производства ООО «СПЕЦАВИА». Применены стандартные методики исследования реологических свойств смесей и физико-технических свойств бетонов.</p></sec><sec><title>Результаты</title><p>Результаты. Научно обоснован и экспериментально определен состав ГЦПБ в технологии аддитивного производства. Обоснована рациональность применения в технологии аддитивного производства бетонов с соотношением вяжущее:заполнитель = 1:2 при модуле крупности песка Мк 3, обеспечивающим следующие характеристики контрольного состава бетона: предел прочности при сжатии 22,1 МПа, при изгибе — 4,9 МПа, средняя плотность — 1892 кг/м3, формоустойчивость — 16 см, предельное напряжение сдвига — 58,5 Па. Изучены особенности структурообразования и ряд недостатков микроструктуры разработанного ГЦПБ, сформованного методом аддитивного производства.</p></sec><sec><title>Выводы</title><p>Выводы. Разработаны ГЦПБ для аддитивного строительного производства методом послойной экструзии с оптимальным соотношением компонентов в составе вяжущего. Показана перспективность дальнейшего совершенствования составов ГЦПБ путем их модифицирования полифункциональными комплексными добавками.</p></sec></abstract><trans-abstract xml:lang="en"><sec><title>Introduction</title><p>Introduction. 3D concrete printing (3DCP), carried out with concrete and mortar mixtures based on mineral binders, including hybrid mixtures, is one of the promising methods for the concrete products industry. The analysis of the current state of research in the field of development of composite materials based on gypsum-cement-pozzolanic binder for 3DCP indicates the limitations of its use due to the short setting time of gypsum, as well as low water resistance and tensile strength of products based on it, which indicates the relevance of research, aimed at developing stable compositions of gypsum-cement-pozzolanic concrete for 3DCP, with high physical, technical and optimal rheotechnological characteristics.</p></sec><sec><title>Materials and methods</title><p>Materials and methods. The production of specimens was carried out on construction 3D printer “AMT S-6044” produced by “SPETSAVIA” LLC. Standard methods for studying rheological properties, physical and technical properties of concrete were applied.</p></sec><sec><title>Results</title><p>Results. The composition of gypsum-cement-pozzolanic concrete (GCPC) in 3DCP was theoretically substantiated and experimentally determined. Rational application of concrete with binder: aggregate ratio = 1:2, sand fineness modulus of Mk 3, providing the following characteristics of the control concrete composition: compressive strength — 22.1 MPa, bending strength — 4.9 MPa, average density — 1,892 kg/m3, dimensional stability 16 cm, ultimate shear stress 58.5 Pa was substantiated in 3DCP. The peculiarities of structure formation and some drawbacks of microstructure of the developed gypsum-cement-pozzolanic concrete formed by the additive manufacturing method were studied.</p></sec><sec><title>Conclusions</title><p>Conclusions. Gypsum-cement-pozzolanic concretes were developed for 3DCP with an optimal ratio of components in the binder composition. The prospects for further improvement of GCPC compositions by modifying them with multifunctional complex additives were shown.</p></sec></trans-abstract><kwd-group xml:lang="ru"><kwd>строительство</kwd><kwd>аддитивные технологии</kwd><kwd>3D-печать</kwd><kwd>строительные материалы</kwd><kwd>композиционные материалы</kwd><kwd>гипсоцементно-пуццолановое вяжущее</kwd><kwd>раствор</kwd><kwd>бетон</kwd></kwd-group><kwd-group xml:lang="en"><kwd>construction</kwd><kwd>additive technologies</kwd><kwd>3DCP</kwd><kwd>building materials</kwd><kwd>composite materials</kwd><kwd>gypsum-cement-pozzolanic binder</kwd><kwd>mortar</kwd><kwd>concrete</kwd></kwd-group><funding-group><funding-statement xml:lang="ru">Исследование выполнено за счет гранта Российского научного фонда № 23-79-01180 (URL: https://rscf.ru/project/23-79-01180/).</funding-statement><funding-statement xml:lang="en">The research was supported by Russian Science Foundation grant No. 23-79-01180 (URL: https://rscf.ru/en/project/23-79-01180/).</funding-statement></funding-group></article-meta></front><back><ref-list><title>References</title><ref id="cit1"><label>1</label><citation-alternatives><mixed-citation xml:lang="ru">Рахимов Р.З., Рахимова Н.Р. 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