Reinforced Concrete Posts Made by Long-Line Formwork-Free Shaping for 0.4–10 kV Overhead Line Supports
https://doi.org/10.21122/2227-1031-2022-21-4-314-322
Abstract
When using the technology of long-line formwork-free shaping for the manufacture of reinforced concrete structures, industrial engineering can be conducted in accordance with the requirements of modern regulatory documents. This allows projects to be developed individually, and production lines can be readjusted in a short time in accordance with emerging needs. In this regard, the possibility of using reinforced concrete posts produced by the technology of long-line formwork-free shaping for 0.4-10 kV overhead line supports is being considered. The designs of such supports are developed on the standard basis of the product range. The problem of establishing the minimum number (two) of cross-sections with different geometric dimensions for all brands of the offered posts is solved, subject to the operational requirements and technological specifications of production. The cross-sections of the proposed posts represent trapeziums, with the dimensions of the upper bases smaller than the dimensions of the lower bases in order to maintain the shape of the freshly formed concrete body of the posts made using long-line formwork-free shaping technology. For posts up to 11.0 m long, a solid cross-section with trapezoid edges is proposed: h = 245 mm; b = 150 mm (an upper base); b1 = 180 mm (a lower base). In the middle part of the cross-section of posts with a length of 11.0 to 16.4 m there is a cavity along the entire length of the posts. Cross-sectional dimensions of such posts are h = 300 mm; b = 205 mm, b1 = 235 mm. Long-line formwork-free shaping technology provides for the reinforcement of prestressed structures with high-strength wire or rope reinforcement. The proposed posts are rein-forced with 5Вр1400 rods, therefore, during their operation, the formation of cracks in the tensile zone of concrete is not fore-seen. The rods are located in groups at all corner sections along the cross-section of the post with an equal number of rods in each group, taking into account the technological features of the long-line formwork-free shaping. For the proposed cross-section of hollow posts, produced by long-line formwork-free shaping for 0.4–10 kV overhead line supports, a patent for autility model has been obtained from the Agency for Intellectual Property of Uzbekistan. Qualitative characteristics of the posts for overhead line supports are low material consumption, versatility, manufacturability, innovation, which lies in the fact that their implementation is associated with the design, manufacture and testing of experimental products for use by specific consumers, i. e. with the commercialization.
About the Authors
P. T. MirzaevUzbekistan
Address for correspondence:
Mirzaev Pulat T. -
Tashkent Institute of Architecture and Civil Engineering,
9, Yangi Shaxar str.,
100206, Tashkent, Republic of Uzbekistan.
Tel.: +998 93 391-75-18
pulatmirza@mail.ru
Z. P. Shamansurova
Uzbekistan
Tashkent
References
1. Fursanov M. I., Sazonov P. A. (2019) Analysis of the Efficiency of Composite Supports in Electric Networks of the Republic of Belarus. Enеrgеtika. Izvestiya Vysshikh Uchebnykh Zavedenii i Energeticheskikh Ob’edinenii SNG = Energetika. Proceedings of CIS Higher Education Institutions and Power Engineering Associations, 62 (1), 15–23. https://doi.org/10.21122/1029-7448-2019-62-1-15-23 (in Russian).
2. Blazhko V. P. (2013) On the Use of Hollow-Core Slabs of Formwork-Free Shaping in Panel and Frame Buildings. Zhilishchnoe Stroitelstvo = Housing Construction, (2–3), 7–10 (in Russian).
3. Technical Specifications 5863-007-00113557–94. Reinforced Concrete Vibrating Posts for Supports of Overhead Lines 0.4–10 kV. Moscow, Publishing House of JSC “ROSEP”, 1994. 16 (in Russian).
4. O’zDSt 3062:2016. Reinforced Concrete Prestressed Vibrated Posts for Supports of Overhead Power Lines with Voltage 0.4–10 kV. Tashkent, Uzstandart Publ., 2016. 25 (in Russian).
5. КМК 2.03.01–96. Concrete and Reinforced Concrete Structures Designed to Operate Under Conditions of Elevated and High Temperatures. Tashkent, Goskomarkhitektstroi Publ., 1998. 84 (in Russian).
6. Code of Practice 63.13330.2012. Concrete and Reinforced Concrete Structures. Basic Provisions. Moscow, Ministry of Regional Development of the Russian Federation, 2015. 168 (in Russian).
7. Code of Practice 63.13330. Methodological Guide for the Calculation of Prestressed Reinforced Concrete Structures. Moscow, Minstroi Publ., 2015. 169 (in Russian).
8. Merkulov S. I. (2009) Structural Safety of Operational Reinforced Concrete Structures. Promyshlennoe i Grazhdanskoe Stroitelstvo = Industrial and Civil Engineering, (4), 53–54 (in Russian).
9. Bondarenko V. M. (2009) Corrosion Damage as a Cause of Avalanche Destruction of Reinforced Concrete Structures. Stroitelnaya Mekhanika i Raschot Sooruzhenii = Structural Mechanics and Analysis of Constructions, (5), 13–17 (in Russian).
10. Bondarenko V. M., Kolchunov V. I. (2013) Concepts and Directions of Development of the Theory of Constructive Safety of Buildings and Structures under Force and Environmental Influences. Promyshlennoe i Grazhdanskoe Stroitelstvo = Industrial and Civil Engineering, (2), 28–21 (in Russian).
11. Kudryavtsev A. A. (1988) Bearing Capacity of Support Structures of the Contact Network. Moscow, Transport Publ. 160 (in Russian).
12. Safroshkina L. D., Gunger Yu. R., Kandaev V. A., Demin Yu. V., Khromov E. G., Zuikov V. V. Assessment of Bearing Capacity of Defective Supports of Overhead Lines 6–10 kV. Izvestiya Tomskogo Politekhnicheskogo Universiteta = Bulletin of the Tomsk Polytechnic University, 308 (5), 131–133 (in Russian).
13. Migunov V. N. (2003) Experimental-Theoretical Study of Corrosion and Durability of Reinforced Concrete Structures with Cracks. Part 1. Penza, Penza State University of Architecture and Construction. 332 (in Russian).
14. Ovchinnikov I. I. (2014) Modeling of the Kinetics of Deformation of Structures in Special Operating Environments. Penza, Penza State University of Architecture and Construction. 280 (in Russian).
15. Shchutskiy V. L., Shilov A. V., Talipova T. D. (2016) Strength of the Conical Supports of Power Transmission Lines Taking into Account the Restrictions on the Second Group of Limiting States. Naukovedenie [Science Study], 8 (2). Available at: https://naukovedenie.ru/PDF/29TV N216.pdf (in Russian).
16. Mangat P., Elgaft M. (1999) Flexural Strength of Concrete Beans with Corroding Reinforcement. ACI Structural Journal, 96 (1), 149–158. https://doi.org/10.14359/606.
17. Moskvin V. M., Ivanov F. M., Alekseev S. N., Guzeev E. A. (1980) Corrosion of Concrete and Reinforced Concrete, Methods of their Protection. Moscow, Stroizdat Publ. 536 (in Russian).
18. Kodysh E. N., Trekin N. N. (2016) Improvement of the Regulatory Framework for the Design of Reinforced Concrete Structures. Promyshlennoe i Grazhdanskoe Stroitelstvo = Industrial and Civil Engineering, (6), 25–28 (in Russian).
19. Mirzaev P., Mirzaev S. (2020) Optimization of Geometrical Parameters of Hollow-Core Slabs by Formwork-Free Shaping for Construction in Seismic Areas. International Journal of Recent Technology and Engineering, 8 (6), 4973–4977. https://doi.org/10.35940/ijrte.f9192.038620.
20. Korotkevich M. A. (2010) Design of Power Transmission Lines. Mechanical Part. Moscow, Vysshaya Shkola Publ. 574 (in Russian).
21. Kodysh E. N., Nikitin N. K., Trekin N. N. (2010) Calculation of Reinforced Concrete Structures Made of Heavy Concrete in Terms of Strength, Crack Resistance and Deformations. Moscow, ASV Publ. 352 (in Russian).
22. Mirzaev P. T., Umarov K. S., Shamansurova Z. P. (2021) Concrete Rack for Power Lines. Patent No FAP 01737 Uzbekistan. State Registration 29.11.2021 (in Russian).
Review
For citations:
Mirzaev P.T., Shamansurova Z.P. Reinforced Concrete Posts Made by Long-Line Formwork-Free Shaping for 0.4–10 kV Overhead Line Supports. Science & Technique. 2022;21(4):314-322. (In Russ.) https://doi.org/10.21122/2227-1031-2022-21-4-314-322