Published since 1923
DOI: 10.33622/0869-7019
Russian Science Citation Index (RSCI) на платформе Web of Science


  • BUILDING MATERIALS AND PRODUCTS
  • Condition and Perspectives of Using Textile Reinforced Concrete
  • UDC 691.328.43
    Dmitry J. POPOV, e-mail: popov.dmitry412@yandex.ru
    Belgorod State Technological University named after V. G. Shukhov, ul. Kostyukova, 46, Belgorod 308012, Russian Federation
    Abstract. Composite materials are widely used in building industry of the whole world since with their help it is possible to simplify technological process of construction of buildings and structures with achieving the best results of the final composite. This article informs about the appearance a new composite material in industry of building materials - textile reinforced concrete; an idea about the main areas of its use and prospects of its application is given. It is established that when performing a series of works on strengthening buildings and structures, especially the architectural monuments, textile reinforced concrete is an indispensable material since it gives considerable strength, satisfies the norm requirements for the protection of architectural monuments. Textile reinforced concrete can replace the classic reinforced concrete in industries where an important factor in the operation is an own weight of the structure - in bridge building, floor systems, when creating sandwich panels and facade panels. Unlimited possibilities are opened to use the composite as the primary material when creating small architectural forms, objects of landscape architecture. Due to its high load-bearing capacity, easy handling and ability to create thin-walled constructions, textile reinforced concrete expands the boundaries of modern architecture and calls into question the long established stereotype about weight, greyness and narrowly focused use of concrete.
    Key words: textile reinforced concrete, composite materials, textile mesh, strengthening of buildings and structures, small architectural forms.
  • REFERENCES
    1. Lesovik V. S. Geonika (geodaetica) as a transdisciplinary area of research. Vysshee obrazovanie v Rossii, 2014, no. 3, pp. 77-83. (In Russian).
    2. Lesovik V. S., Per'kova M. V., Babaev V. B. Architectural geonik as interdisciplinary direction in architectural science and practice. Vestnik BGTU im. V. G. Shukhova, 2015, no. 6, pp. 74-79. (In Russian).
    3. Curbach M., Graf W., Jesse D., Sickert J. U., Weiland S. Segmentbrucke aus textilbewehrtem Beton - Konstruktion, Fertigung, numerische Berechnung [Сегментный мост из текстильно-армированного бетона - конструкция, изготовление, численный расчет]. Beton- und Stahlbetonbau, 2007, N. 102(6), S. 342-352. (In German).
    4. Savin A. V., Lesovik V. S., Alfimova N. I. To the problem of corrosion resistance of reinforced concrete. Vestnik BGTU im. V.G. Shukhova, 2013, no. 2, pp. 7-12. (In Russian).
    5. Schladitz F., Lorenz E., Walther T. Textilbeton - Gestaltung ohne Grenzen? [Текстиль-бетон - дизайн без границ] X Symposium Baustoffe und Bauwerkserhaltung Karlsruher Institut fьr Technologie. Marz 13 2014, S. 49-55. (In German).
    6. Available at: https://baublog.file1.wcms.tu-dresden.de/2007/10/31/textilbeton-in-die-praxis-uberfuhren (accessed 17.08.2017). (In German).
    7. TUDATEX. Available at: http://www.tudatex.de. (accessed: 17.08.2017). (In German).
    8. CarboCon. Available at: http://www.carbocon-gmbh.de. (accessed 17.08.2017). (In German).
    9. Available at: https://www.bauen-neu-denken.de/c3-partnerliste. (дата обращения: 17.08.2017). (In German).
    10. Hankers C., Matzdorf D. Verstarkung von Stahlbetonbauteilen mit textbewehrtem Spritzbeton [Усиление железобетона текстильно-армированным торкретбетоном]. Fachausatz, 2006. 10 S. (In German).
    11. Schladitz F., Lorenz E., Jesse F., Curbach M. Verstarkung einer denkmalgeschutzten Tonnenschale mit Textilbeton [Усиление купола памятника архитектуры текстиль-бетоном]. Beton- und Stahlbetonbau. 2009, N. 104, Heft 7, S. 432-437. (In German).
    12. Hankers Chr. Spritzbeton fьr die Instandsetzung und Verstarkung von Stahlbeton [Торкретбетон для восстановления и усиления железобетона]. Beton- und Stahlbetonbau, 2005, N. 100, S. 49-56. (In German).
    13. Bergmeister K. Verstarkung von Biegetragern [Усиление изгибающих конструкций]. Beton- und Stahlbetonbau, 2005, N. 100, S. 62-68. (In German).
    14. Available at: http://www.textilbetonzentrum.de/referenzen-1/hochbau-und-tiefbau (accessed 8.10.2017). (In German).
    15. Available at: http://www.torkret.de (accessed 8.10.2017). (In German).
    16. Michler H. Segmentbrucke aus textilbewehrtem Beton - Rottachsteg Kempten im Allgau [Сегментный мост из текстильно-армированного бетона]. Beton- und Stahlbetonbau, 2013, N. 108, Heft 5, S. 325-334. (In German).
    17. Hegger J., Goralksi C., Kulas C. Schlanke Fьgangerbrucke aus Textilbeton - Sechsfeldrige Fьgangerbrucke mit einer Gesamtlange von 97 m [Узкий пешеходный мост из текстиль-бетона - шестипольный пешеходный мост общей длиной 97 м]. Beton- und Stahlbetonbau, 2011, N. 106, Heft 2, S. 64-71. (In German).
    18. Ehlig D., Schladitz F., Frenzel M., Curbach M. Textilbeton - Ausgefuhrte Projekte im Uberblick [Текстиль-бетон - обзор завершенных проектов]. Beton und Stahlbetonbau, 2012, N. 107(11), S. 777-785. (In German).
    19. Scholzen A., Chudoba R., Hegger J. Dunnwandiges Schalentragwerk aus textilbewehrtem Beton. Entwurf, Bemessung und baupraktische Umsetzung [Тонкостенная оболочка из текстильно-армированного железобетона. Эскиз, расчет параметров и конструктивно-практическая реализация]. Beton- und Stahlbetonbau, 2012, Heft 11, S. 767-776. (In German).
    20. Rempel S., Will N., Hegger J., Beul P. Filigrane Bauwerke aus Textilbeton [Филигранные конструкции из текстиль-бетона]. Beton- und Stahlbetonbau, 2015, N. 110, S. 1-10. (In German).
    21. Deutsches Institut fьr Bautechnik (DIBT): Allgemeine bauaufsichtliche Zulassung: "betoShell" Platten aus Betonwerkstein mit ruckseitig einbetonierten Befestigungselementen zur Verwendung als hinterluftete Aьenwandbekleidung oder als abgehangte Decke [Бетонные каменные плиты "betoShell" с крепежными элементами, наложенными на стену для использования в качестве вентилируемой наружной облицовки стен или подвесного потолка Z-33]. Berlin, DIBt, 2013. (In German).
    22. Gelbrich S. Organisch geformter Hybridwerkstoff aus textilbewehrtem Beton und glasfaserverstarktem Kunststoff [Органически сформированный гибридный материал из текстильно-армированного бетона и стеклопластика]. Leichter bauen - Zukunft formen, 2012, N. 7, S. 9. (In German).
    23. Available at: https://www.ims-institute.org (accessed 17.08.2017).
    24. Available at: https://www.paulsberg.co. (accessed 17.08.2017).
  • For citation: Popov D. J. Condition and Perspectives of Using Textile Reinforced Concrete. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and Civil Engineering], 2018, no. 3, pp. 51-57. (In Russian).


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