2025, Vol. 12, No. 2. - go to content...

Permanent address of this page - https://t-s.today/en/08sats225.html

Метаданные этой статьи так же доступны на русском языке

DOI: 10.15862/08SATS225 (https://doi.org/10.15862/08SATS225)

Full article in PDF format (file size: 1.6 MB)

For citation:

Zubov R.N., Glazachev A.O., Gromov A.V., Shaikhullin I.R., Khakimova G.F. High-durability flooring for logistics centers and high-traffic roadways. Russian Journal of Transport Engineering. 2025; 12(2). Available at: https://t-s.today/PDF/08SATS225.pdf (in Russian). DOI: 10.15862/08SATS225

High-durability flooring for logistics centers and high-traffic roadways

¹Roman N. Zubov, ²Anton O. Glazachev,
³Alexander V. Gromov, ²Irek R. Shaikhullin, ²Gulnaz F. Khakimova

¹Bashkir State Agrarian University, Ufa, Russia
²Ufa State Petroleum Technological University, Ufa, Russia
³LLC Creative architectural firm «Archproject»
of the Union of Architects of the Republic of Bashkortostan, Ufa, Russia

Corresponding author: Roman N. Zubov, e-mail: zrmine@mail.ru

 Abstract. The article investigates the design of reinforced concrete floor slabs with a hardened topping layer for logistics centers subjected to combined static loads from shelving and dynamic loads from intensive industrial vehicle traffic, constructed on a sand-gravel mixture layer over a soil foundation. The study analyzes design solutions developed for industrial-logistical buildings with a total area of 20,000 m² in the «Zubovo» Technopark, Ufimsky District, Republic of Bashkortostan, focusing on effective reinforcement of a 72×72-meter reinforced concrete slab and its crack resistance. A novel structural solution for the reinforced concrete slab is proposed, incorporating mesh reinforcement of the upper layer above the main reinforcement to enhance crack resistance, with expansion joints spaced at 24-meter intervals. The article presents calculated results for slab settlement, top and bottom reinforcement based on the studied physico-mechanical properties of the soil foundation and existing engineering-geological conditions, performed using the finite element method with the integrated structural analysis and design system Structure CAD Office, Lira 10.12. Photographic documentation of the 2024–2025 construction and installation works for the reinforced concrete floor slabs of the industrial-logistical buildings, executed according to the revised design documentation, is included.

Keywords: industrial-logistical building; reinforced concrete floor slab; topping; main reinforcement; crack resistance; expansion joint; soil foundation

Download article in PDF format