Development of portal structures and methods of their testing
DOI: 10.37153/2618-9283-2025-2-47-61
Authors:
Sabitov Linar Salikhzanovich
Dr. Sci. (Engineering), Professor of the Department of Technologies and Organization of Construction Production, FSBEI HE National Research Moscow State Construction University of Civil Engineering (NRU MGSU). Moscow, Russian Federation SabitovLS@mgsu.ru
Marat M. Ayzatullin
postgraduate student of the Department of Energy Supply of Enterprises, Construction of Buildings and Structures, FSBEI HE Kazan State Energy University (KGEU). Kazan, Russian Federation marat.ayzatullin@tatar.ru
Mikhail I. Vedyakov
engineer, Research Institute of Building Constructions (TSNIISK) named after V. A. Koucherenko, Research Center of Construction. Moscow, Russian Federation vedyakov.misha@yandex.ru
Ilnar I. Badertdinov
Cand. Sci. (Engineering), Associate Professor of the Department of Architecture, Restoration and Design, FSAEI HE Peoples' Friendship University of Russia named after Patrice Lumumba. Moscow, Russian Federation i.badertdinov@tatar.ru
Samat B. Ziyatdinov
postgraduate student of the Department of Energy Supply of Enterprises, Construction of Buildings and Structures, FSBEI HE Kazan State Energy University (KGEU). Kazan, Russia Federation zsamat29@gmail.com
Rubric: Theoretical and experimental studies
Key words: : the method of testing structures, portal structures, test bench, experimental research, portal supports, design solutions, technical solutions, strength increase, support stiffness, strain station.
Annotation:
Introduction. The article discusses new portal designs for which Russian patents for utility models have been obtained: № 230318, № 230921, № 230898, № 231705. To determine their actual bearing capacity and deformability, the authors propose a method for their experimental tests and a test bench.
Aim. The aim of the study is to develop new designs of portal structures and testing methods that allow for close-to-real loading, while reducing labor intensity and ensuring the required safety.
Materials and methods. A special stand has been developed for testing portal structures, which provides for horizontal installation and loading through mounting blocks installed both on the portal and on supports on the power floor.
Results.
The developed method of testing portal structures makes it possible to ensure their lateral stability with special elements, apply a close real load and install measuring instruments to determine the strain stress in the section.
Conclusions.
1. The authors have proposed four new technical solutions for portal structures, for which patents of the Russian Federation for utility models have been obtained: № 230318, № 230921, № 230898, № 231705.
2. As a result of the conducted research, a test procedure for triangular and combined portal structures has been developed and substantiated, which makes it possible to obtain reliable data on their strength characteristics and bearing capacity. Used Books:Aizatullin M.M., Zaripov M.M., Sabitov L.S., Garkina I.A. Constructive and technological features of the construction of portal lattice supports. Regional architecture and construction. 2024, no. 3(60), pp. 48–56. [In Russian]
2. Abdullazyanov E.Yu., Sabitov L.S., Aizatullin M.M., Garkina V.A., Adushkin K.G. Stress-strain state of metal structures of electric grid facilities under the action of various types of loads. Engineering Bulletin of the Don. 2024, no. 10 (118), pp. 461–475[In Russian]
3. Utility model patent RU 136072 U1. An intermediate gantry-type support for a power transmission line. Applicant: Levshin A.V.; publ. 12/27/2013. Byul. No. 36.
4. Utility model patent RU 227347 U1. Portal support. Applicant: Sabitov L.S., Abdullazyanov E.Yu., Aizatullin M.M., Zaripov M.M., Majiev A.Kh., Gatiyatov I.Z., Strelkov V.Yu., Changchina V.E.; publ. 17.07.2024. Bul. no. 20.
5. Utility model patent RU 230318 U1. A portal-type support. Applicant: Zinkova V.A., Abdullazyanov E.Yu., Aizatullin M.M., Adushkin K.G., Zaripov M.M., Ziyatdinov S.B., Sabitov L.S., Akhtyamov A.R.; publ. 11/26/2024. Bul. No. 33.
6. Utility model patent RU 230921 U1. A portal structure. Applicant: Sabitov L.S., Abdullazyanov E.Yu., Aizatullin M.M., Zaripov M.M., Akhtyamova L.Sh., Zinkova V.A., Ziyatdinov S.B., Nabiullina M.F.; published on 12/24/2024. Byul. No. 36.
7. Utility model patent RU 230898 U1. Portal support. Applicant: Sabitov L.S., Abdullazyanov E.Yu., Aizatullin M.M., Zaripov M.M., Ziganshin A.D., Zinkova V.A., Ziyatdinova S.F., Changchina V.E.; published on 12/24/2024. Bul. No. 36.
8. Utility model patent RU 231705 U1. A portal-type support. Applicant: Zinkova V.A., Sabitov L.S., Abdullazyanov E.Yu., Aizatullin M.M., Zaripov M.M., Tokareva L.A., Khusainov R.D., Akhtyamov A.R., publ. 02/06/2025. Bul. no. 4.
9. Kuznetsov I.L., Salakhutdinov M.A. Progressive methods of testing building structures. Bulletin of the Volga State Technological University. Series: Materials, structures, technologies. 2019, no. 4 10.25686/2542-114X.2019.4.77 [In Russian]
10. Akhtyamova L.Sh., Ivashchenko I.O., Sabitov L.S., Cheprunenko A.S. Optimization of the searchlight mast in the form of a triangular lattice tower. Engineering Bulletin of the Don. 2022, no. 11 URL: ivdon.ru/ru/magazine/archive/n11y2022/8011 [In Russian]
11. Karamysheva A.A., Yaziev B.M., Chepurnenko A.S., Yazieva S.B. Optimization of geometric parameters of a double-pitched beam of rectangular section. Engineering Bulletin of the Don. 2015, no. 3 URL: ivdon.ru/ru/magazine/archive/n3y2015/3138
12. Vedyakov I.I., Suslov L.S., Marisyuk A.A., Kashin O.V., Novozhilov M.V. Bearing capacity of the steel frame of a multi-storey modular building taking into account the rigidity of quick-assembly joints. Earthquake engineering. Constructions safety. 2023, no. 6, pp. 8–44. DOI: 10.37153/2618-9283-2023-6-8-44 [In Russian]
13. Badertdinov I.R., Kuznetsov I.L. Optimal geometric parameters of the cross section of triangular steel supports. Proceedings of the Kazan State University of Architecture and Civil Engineering. 2016, no. 2(36), pp. 95–99. [In Russian]
14. Experimental study on the effect of heel plate thickness on the structural integrity of cold-formed steel roof trusses / Je Chenn Gan, Jee Hock Lim, Siong Kang Lim, Horng Sheng Lin. Materials Science and Engineering. 2018, vol. 171, pp. 557–568.
15. Development of the method of dynamic tests support of air transmission lines / Sabitov L.S., Gatiyatov I.Z., Kashapov N.F., Gilmanshin I.R., Kiyamov I.K. In the book: IOP Conference Series: Materials Science and Engineering. 2018, p. 012063
Latest issue