Frame-panel houses with reinforcement tension in construction conditions and its prospects for seismically active regions

Frame-panel houses with reinforcement tension in construction conditions and its prospects for seismically active regions

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DOI:

https://doi.org/10.52340/building.2024.70.15

Keywords:

frame-panel, reinforcement tension in construction conditions pressed sleeve, seismic ball

Abstract

The article will consider frame-panel multi-story residential buildings, which are much more convenient to build on a construction site by tensioning reinforcement than ordinary monolithic multi-story buildings. Modern building materials created in the construction industry and the active use of chemical additives in concrete have opened up new ways to save building materials by 20-25%, reducing labor costs and construction time. As a result, we have much stronger and more durable load-bearing structural elements (prestressed floor slabs), and as a result, the whole building responds to increased seismic resistance.

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References

Filaretov M.N., Balanchivadze L.A. Calculation of floors of frame-panel buildings with tensioning of reinforcement in construction conditions.// Concrete and reinforced concrete. 1990. - No. 6. - pp. 39-41.

Calculation and design parameters of concrete for monolithic houses

with tensioning of reinforcement in construction conditions: Diss. ... Cand. Tech. Sciences. Moscow, 1990. - 181 p.

Nakvetauri N. Change in prestressing of reinforcement in a frame-link system under the influence of creep deformations of concrete”: Dissertation Acad.Doctor of Engineering, Tbilisi State University, 2017 - 113 p.

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Published

2024-12-12

How to Cite

Balanchivadze, L., Areshidze, N., & Mekanarishvili, T. (2024). Frame-panel houses with reinforcement tension in construction conditions and its prospects for seismically active regions. Scientific-Technical Journal "BUILDING", 2(70), 81–85. https://doi.org/10.52340/building.2024.70.15

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