Tipologicheskii analiz konstruktsii pokrytiia zdanii sportivnogo kompleksa proletom do 60 m

Book Chapter
Коллективная монография «Education and science: current trends»
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Коллективная монография «Education and science: current trends»
Authors:
Mariia A. Bakhmisova 1 , Larisa A. Sakmarova 1
Work direction:
Парадигмы современной науки
Pages:
70-85
Received: 9 August 2018

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3778
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РИНЦ
1 Chuvash State University
For citation:
Razumov A. A., Ermakov D. N., Surkova G. V., Shpak A. S., Ivanov A. A., Sizykh D. S., Sizykh N. V., Prisiazhnaia I. M., Prisiazhnaia S. P., Granitsa I. V., Bakhmisova M. A., Sakmarova L. A., Batanov M. S., Barankin S. I., Strelkov V. I., Chibilyova V. P., Chibiliov A. A., Leventsov V. A., Leventsov A. N., Ruban F. M., Alisin V. V., Malinin V. B., Salivanov A. V., Trapaidze K. Z., Chernopiatov A. M., Bondareva E. I., Pankova N. A., Ivanova N. G., Shchebliakov E. S., Zhuravleva O. N., Sarvanova Z. A., Dorofeev S. N., & Novikova T. S. (2018). Education and science: current trends, 280. Чебоксары: PH "Sreda". https://doi.org/10.31483/a-19

Abstract

When designing modern sports complexes for architects and designers, it is necessary to work out both the ideological and functional aspects of the project. To create comfortable conditions, to ensure the requirements of acoustics, noise insulation and thermal insulation of it from other rooms and the environment, the design of the sports complex's coverage becomes crucial. Bearing coating structures are the most important constructive element of sports facilities. To date, there have been developed sufficiently typical projects with frequently used spans from 18 to 36 m. Coatings with a span of more than 36 m are already considered atypical and are designed individually, based on conditions. Analyzing the existing sports facilities, it was found that a wide distribution as a covering of buildings of sports facilities with a span of up to 60 m was obtained by plane structures: arches, trusses, frames. In this paper, a comparative analysis of the plane structures of the cover for a span of 60 m in the LIRA-SAPR program complex: a truss with steel columns and a steel frame is carried out. All load sensing and effects on structures are specified in accordance with SP 20.13330.2016. The results obtained in the analysis of foreign and domestic experience in the design and construction of these structures can be used at various stages of designing large-span sports complexes.

References

  1. 1. Бахмисова М.А. Архитектурно-конструктивные особенности современных физкультурно-оздоровительных комплексов пролетом до 60 м // Научные исследования: векторы развития: Материалы Междунар. науч.-практ. конф. (Чебоксары, 7 мая 2018 г.) – Чебоксары: ЦНС «Интерактив плюс», 2018.
  2. 2. СП 20.13330.2016 Нагрузки и воздействия. Актуализированная редакция СНиП 2.01.07–85*.
  3. 3. Сакмарова Л.А. Применение BIM-технологий в образовательной среде на примере строительного факультета Чувашского государственного университета / Л.А. Сакмарова, М.А. Бахмисова // Жилищное строительство. – 2017. – №10. – С. 11–17.
  4. 4. Особенности архитектурного формирования горнолыжных комплексов / [Электронный ресурс]. – Режим доступа: http://archvuz.ru/2011_1/2.
  5. 5. СП 16.13330.2011 Стальные конструкции. Актуализированная редакция СНиП II-23–81*.
  6. 6. СП 332.1325800.2017 Спортивные сооружения.

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