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- BUILDING STRUCTURES, BUILDINGS AND FACILITIES
- Prestressed Bridge Crossings Of The University In Kogalym
- UDC 624.03:624.046.2:624.272
doi: 10.33622/0869-7019.2025.01.20-26
Vasiliy D. SIMAKOV, vasiliisimakov86@mail.ru
Kazan Giproniiaviaprom named after Boris Tihomirov, ul. Dementieva, 1, Kazan 420127, Russian Federation
Abstract. The features of the calculation, design and construction of prestressed bridge crossings are considered using the example of an educational center in Kogalym, designed to train specialists in the fuel and energy industry. When designing the facility, the design engineers of Kazan Giproniiaviaprom named after B. I. Tikhomirov used extraordinary, complex technical solutions that proved their reliability after a year of operation. Among them: suspended reinforced concrete floors, prestressed bridge crossings, large-span translucent arch-type structures, lattice roof beams and much more. Bridge crossing structures connect opposite sides of the "streets" inside the building at an angle of plan, which significantly lengthens the spans and increases internal forces both in the superstructure itself and in the supporting elements of the supporting frame. Prestressing made it possible to organize large spans and significantly reduce the weight of building structures, make them as elegant as possible, and also save steel and concrete. The successful operational experience of the proposed design solutions allows them to be applied to similar buildings and structures.
Keywords: load-bearing system, reinforced concrete structures, prestressing, tension on concrete, rope fittings, bridge crossings - REFERENCES
1. Mikhailov V. V. Predvaritel'no napryazhennyye zhelezobetonnyye konstruktsii [Prestressed reinforced concrete structures]. Moscow, Stroyizdat Publ., 1978. 383 p. (In Russ.).
2. Drozd Ya. I., Pastushkov G. P. Predvaritel'no napryazhennyye zhelezobetonnyye konstruktsii [Prestressed reinforced concrete structures]. Kyiv, Vysshaya shkola Publ., 1984. 207 p. (In Russ.).
3. Portaev D. V. Raschet i konstruirovaniye monolitnykh prednapryazhennykh konstruktsiy grazhdanskikh zdaniy [Calculation and design of monolithic prestressed structures of civil buildings]. Moscow, ASV Publ., 2011. 247 p. (In Russ.).
4. Tikhomirov V. M., Astakhov Yu. V., Samoshkin A. S. Study of the compression stage of a concrete structure element reinforced with a rope. Izvestiya vysshikh uchebnykh zavedeniy. Stroitel'stvo, 2015, no. 6(678), pp. 5-13. (In Russ.).
5. Borisov D. I., Semenov M. V., Pismenskov M. V., Aksenov V. N. Technology of post-stressed reinforcement of reinforced concrete structures. Sovremennyye tendentsii v stroitel'stve, gradostroitel'stve i planirovke territoriy, 2023, no. 1, pp. 12-21. (In Russ.).
6. Chistyakov Ye. A., Krylov S. B., Sharipov R. Sh. Stresses in the reinforcement of prestressed reinforced concrete structures with tension on concrete at the ultimate bearing capacity stage. Promyshlennoye i grazhdanskoye stroitel'stvo, 2020, no. 3, pp. 10-16. (In Russ.). doi: 10.33622/0869-7019.2020.03.10-16
7. Sharipov R. Sh., Zenin S. A., Kudinov O. V. Problems of calculation of prestressed reinforced concrete structures without adhesion of reinforcement to concrete for the first and second groups of limit states and methods for their solution. Academia. Arhitektura i stroitel'stvo, 2017, no. 1, pp. 129-132. (In Russ.).
8. Mikhailov V. V. Predvaritel'no napryazhennyye kombinirovannyye i vantovyye konstruktsii [Prestressed combined and cable-stayed structures]. Moscow, ASV Publ., 2002. 255 p. (In Russ.).
9. Tikhonov I. N., Meshkov V. Z., Rastorguev B. S. Proyektirovaniye armirovaniya zhelezobetona [Design of reinforced concrete reinforcement]. Moscow, NIIZhB Publ., 2015. 273 p. (In Russ.). - For citation: Simakov V. D. Prestressed Bridge Crossings of the University in Kogalym. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and Civil Engineering], 2025, no. 1, pp. 20-26. (In Russ.). doi: 10.33622/0869-7019.2025.01.20-26
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