Application of pipe-concrete in compressed element of frame superstructural floors of a low-rise residential buildings

Authors

  • Bol'shakov V. I. State Higher Education Establishment “Pridneprovsk State Academy of Civil Engineering and Architecture”, Ukraine https://orcid.org/0000-0003-0790-6473
  • Savytskyi N. V. State Higher Education Establishment “Pridneprovsk State Academy of Civil Engineering and Architecture”, Ukraine
  • Nikiforova T. D. State Higher Education Establishment “Pridneprovsk State Academy of Civil Engineering and Architecture”, Ukraine
  • Razumova O. V. State Higher Education Establishment “Pridneprovsk State Academy of Civil Engineering and Architecture”, Ukraine https://orcid.org/0000-0001-8342-2636
  • Grosman S. O. Imperial College London, United Kingdom https://orcid.org/0000-0003-4474-7838
  • Kotov N. A. State Higher Education Establishment “Pridneprovsk State Academy of Civil Engineering and Architecture”, Ukraine

Keywords:

pipe-concrete, floors superstructure, reconstruction, compressed elements, residential buildings, frame

Abstract

Summary. The article presents the results of the evaluation of different framework design solutions of superstructure floors of low-rise residential buildings. Purpose. Assessment of the effectiveness of pipe-concrete application for increase the number of storeys of low-rise residential buildings on the basis of the analysis of structural variants of resource consumption for variants of structural solutions of superstructure floors. Methods. A method of framework superstructure for additional floors of the reconstructed low-rise residential building without relocation of occupants has been proposed. The method consists in the organization of metal portal frames built along the walls of the existing building on the independent foundations, on which rest the girders, beams, ties and other structures taking the stresses of the superstructure. Results. Framework design solution for floors superstructure of low-rise residential building has been developed. The variants of framework with reinforced concrete, metal frame and framework of the pipe-concrete elements were analyzed. Based on the analysis of the stress-strain state of structural elements of framework, a comparative analysis of the consumption of materials for its construction was made. Scientific novelty. On the basis of the research it was found that the pipe-concrete structures meet the requirements of a rational joint work of steel and concrete. Practical value. The possibility of increasing the number of storeys of low-rise residential buildings with their reconstruction without the relocation of occupants.

Author Biographies

Bol'shakov V. I., State Higher Education Establishment “Pridneprovsk State Academy of Civil Engineering and Architecture”

Department of Materials and Materials Processing, Dr. Sc. (Tech.), Prof.

Savytskyi N. V., State Higher Education Establishment “Pridneprovsk State Academy of Civil Engineering and Architecture”

Department of Reinforce-Concrete and Stone Constructions, Dr. Sc. (Tech.), Prof.

Nikiforova T. D., State Higher Education Establishment “Pridneprovsk State Academy of Civil Engineering and Architecture”

Department of Reinforce-Concrete and Stone Constructions, Dr. Sc. (Tech.), Ass. Prof.

Razumova O. V., State Higher Education Establishment “Pridneprovsk State Academy of Civil Engineering and Architecture”

Department of Architecture, Ph. D., Prof.

Grosman S. O., Imperial College London

Research postgraduate in computational structural mechanics, Department of Civil & Environmental Engineering, postgraduate student

Kotov N. A., State Higher Education Establishment “Pridneprovsk State Academy of Civil Engineering and Architecture”

Department of Reinforce-Concrete and Stone Constructions, Ph. D., assistant

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Published

2016-09-29

Issue

No. 3 (2016): Metal Science and Heat Treatment of Metals

Section

Technical science

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