Published since 1923
DOI: 10.33622/0869-7019
Russian Science Citation Index (RSCI) на платформе Web of Science
  • BUILDING STRUCTURES, BUILDINGS AND FACILITIES
  • Design Of Civil Buildings Of Mass Construction Based On A Typical Steel Frame
  • UDC 624.014.2.9 DOI: 10.33622/0869-7019.2021.10.17-23
    Valentina M. TUSNINA, e-mail: tusninavm@mgsu.ru
    Ekaterina А. GALENKO, e-mail: e.a.galenko@mail.ru
    Moscow State University of Civil Engineering (National Research University), Yaroslavskoe shosse, 26, Moscow 129337, Russian Federation
    Abstract. Today, the technology of construction of buildings of various number of floors and functional purposes with the use of a steel frame is widely enough introduced into the domestic construction industry. The main advantages of steel construction in comparison with traditional construction systems are considered, such as fast and high-quality construction of a building from structures that have full factory readiness; easy installation of buildings made of light steel structures, which does not require heavy cranes and "wet" processes on the construction site; flexible layout of the interior space and ample opportunities for the formation of architecturally expressive facades of buildings, etc. It is shown that at present the sustainable development of steel construction in our country should be based on a perfect system of standard design - modular, consisting of structural elements of full factory readiness assembled on the construction site using bolted connections. The results of research in the design of architectural planning and structural modules in relation to the steel frames of the premises of the building of a preschool educational organization are presented. Two variants of the space-planning solution of this building of general type are proposed - compact and block structure. It is concluded that modular design will provide flexibility and maneuverability of construction production for the mass construction of buildings for various purposes.
    Key words: architectural planning module; steel frame; space-planning solution; structural system, typical design, preschool educational organization.
  • REFERENCES
    1. Tusnina V. M. Prospects of construction of affordable and comfortable housing on the basis of steel frameworks. Promyshlennoye i grazhdanskoye stroitel'stvo, 2015, no. 6, pp. 43-46. (In Russian).
    2. Xu B., Xia J., Chang H., Ma R., Zhang L. Flexural behaviour of pairs of laminated unequal channel beams with different interfacial connections in corner-supported modular steel buildings [Поведение при изгибе пар многослойных неравных швеллерных балок с различными межмодульными соединениями в модульных стальных зданиях с угловыми опорами]. Thin-Walled Structures, 2020, no. 154, pp. 106792.
    3. Ding C., Bai Y., Qiu C., Wan C., Zhao X.-L. Steel bolted flanged connections in tension: Effects of stiffener configurations [Фланцевые стальные болтовые соединения при растяжении: влияние конфигурации ребер жесткости]. Thin-Walled Structures, 2020, no. 154, pp. 106824.
    4. Hou J., Wang X., Liu J., Chen Z., Zhong X. Study on the stability bearing capacity of multi-column wall in modular steel building [Исследование устойчивости несущей способности стены многоэтажного модульного стального здания]. Engineering Structures, 2020, no. 214, pp. 110648.
    5. Lacey A. W., Chen W., Hao H., Bi K. Effect of inter-module connection stiffness on structural response of a modular steel building subjected to wind and earthquake load [Влияние жесткости межмодульных соединений на реакцию конструкции модульного стального здания на ветровую и сейсмическую нагрузку]. Engineering Structures, 2020, no. 213, pp. 110628.
    6. Zhang J.-F., Zhao J.-J., Yang D.-Y. et al. Mechanical-property tests on assembled-type light steel modular house [Испытания на механические свойства сборного легкого стального модульного здания]. Journal of Constructional Steel Research, 2020, no. 168, pp. 105981.
    7. Tusnin A. R. Steel Framework of a Low-Rise Building. Promyshlennoe i grazhdanskoe stroitel 'stvo, 2017, no. 11, pp. 18-21. (In Russian).
    8. Tusnin A. R., Varaksin P. A. Standard steel frame of a 5-Story building. Promyshlennoe i grazhdanskoe stroitel'stvo, 2018, no. 10, pp. 45-49. (In Russian).
    9. Tusnina O. A. Structural solutions of joints of a steel frame for low-rise residential buildings. Promyshlennoe i grazhdanskoe stroitel 'stvo, 2017, no. 11, pp. 23-27. (In Russian).
    10. Tusnina O. A., Danilov A. I. The stiffness of rigid joints of beam with hollow section column. Inzhenerno-stroitelny zhurnal, 2016, no. 4, pp. 40-51. (In Russian). DOI: 10.5862/MCE.64.4.
    11. Tusnina V. M. Semi-rigid steel beam-to-column connections. Inzhenerno-stroitelny zhurnal, 2017, no. 5(73), pp. 25-39. (In Russian). DOI: 10.18720/MCE.73.3.
    12. Tusnin A. R. Floors of multi-storey buildings with steel frames. Promyshlennoe i grazhdanskoe stroitel 'stvo, 2015, no. 8, pp. 10-14. (In Russian).
    13. Tusnina V. M., Yakovleva E. O. To the problem of development of low-rise housing in Russia [К вопросу развития малоэтажного жилья в России]. E3S Web of Conferences, 2019, vol. 97, pp. 04008. DOI: https://doi.org/10.1051/e3sconf/20199704008.
  • For citation: Tusnina V. M., Galenko E. А. Design of Civil Buildings of Mass Construction Based on a Typical Steel Frame. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and Civil Engineering], 2021, no. 10, pp. 17-23. (In Russian). DOI: 10.33622/0869-7019.2021.10.17-23.


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