BACK
- DESIGN AND CONSTRUCTION OF ROADS, AIRFIELDS, BRIDGES
- Combining Functions In The Transformation Of Structures Of Span Structures Of Steel-Reinforced Concrete Bridges
- UDC 624.21
doi: 10.33622/0869-7019.2022.12.49-53
Igor Yu. BELUTSKY
Igor V. LAZAREV, lazarev_igor_v@mail.ru
Pacific National University, ul. Tihookeanskaya, 136, Khabarovsk 680035, Russian Federation
Abstract. The variants of modernization of steel-reinforced concrete bridge spans created on the basis of the existing span structure of multi-section closed contours are considered. Three variants for structural modernization schemes are presented, namely: the device of a reinforced concrete passage plate with a developed dimension in a traditional configuration, namely: the device of a reinforced concrete passage plate with a developed dimension in a traditional configuration, supported by plate consoles with girders on brackets; the device of a plate with developed consoles combined with parapets of fences, with cornices and girders bordering the consoles of the plate; the development of the plate to the required size by analogy with the second option, but supplemented by connections created in the plane of the struts, imposing restrictions due to their geometry on the freedom of mutual shear displacements. The results of the calculation are presented, which, based on a comparative analysis of the terms of the elastic forces potential, show the effectiveness of modernization of steel-reinforced concrete span structures of operated bridges. Moreover, the variant of transformation of the cross-section with its transformation into a three-section with the properties of a closed contour deserves the most attention.
Keywords: steel-reinforced concrete span structures of bridges, multi-section closed contour, modernization of superstructures, terms of elastic forces potential, installation of reinforced concrete passage plate - REFERENCES
1. Kulish V. I. Povyshenie ekspluatacionnoy nadezhnosti stalezhelezobetonnyh mostov [Improving the operational reliability of steel-reinforced concrete bridges]. Moscow, Transport Publ., 1992. 104 p. (In Russ.).
2. Beluckiy I. Yu., Belyakov S. A. Selection of effective options for improving the structure of composite reinforced concrete superstructures in operation on the basis of energy analysis. Novye tekhnologii, konstrukcii i materialy v stroitel'stve, rekonstrukcii i remonte avtomobil'nyh dorog. Materialy Vseros. nauch.-tekhn. konf. [New technologies, structures and materials in the construction, reconstruction and repair of highways. Materials of All-Russian Scientific and Technical Conference]. Krasnodar, KubTTU Publ., 2002, pp. 205-208. (In Russ.).
3. Beluckiy I. Yu., Yarmolinskiy A. I., Lazarev I. V., Chzhao Czyan'. Experience in the reconstruction of composite reinforced concrete superstructures bridges. Nauka i tekhnika v dorozhnoy otrasli, 2016, no. 3, pp. 16-20. (In Russ.).
4. Chzhao Czyan'. Sovershenstvovanie konstruktivno - komponovochnyh reshenij soedinitel'noj plity temperaturno-nerazreznyh proletnyh stroenij stalezhelezobetonnyh mostov [Improvement of structural and component solutions of connection plates of non-forest superstructures of steel-bearing concrete bridges] : Diss. Khabarovsk, TOGU Publ., 2015. 232 p. Available at: https://rusneb.ru/catalog/000199_000009_005571121/?ysclid=lbg8hkh04u754567448 (accessed: 17.08.2022). (In Russ.).
5. Beluckiy I. Yu., Kazarinov V. E., Tomilov S. N., Cukanov V. P. Features and possibilities of modification of functional parameters of reinforced concrete superstructures of bridges. Dal'nevostochnye dorogi i transportnye koridory, 2007, no. 3, pp. 44-46. (In Russ.).
6. Lazarev I. V., Beluckiy I. Yu. Questions of estimation of the residual cargo life of ribbed reinforced concrete superstructures with frame fittings. Khabarovsk, TOGU Publ., 2018. 214 p. (In Russ.).
7. Beluckiy I. Yu., Belyakov S. A Bend-Torsion rigidly increase of steel-reinforced concrete span structures under reconstruction. Izvestiya vysshih uchebnyh zavedeniy. Seriya: Stroitel'stvo, 2003, no. 3, pp. 97-100. (In Russ.).
8. Beluckiy I. Yu., Yarmolinskij A. I., Lazarev I. V. Experience in the reconstruction of composite reinforced concrete superstructures bridges. Avtomobil'nye dorogi, 2016, no. 8, pp. 56-63. (In Russ.). - For citation: Belutsky I. Yu., Lazarev I. V. Combining Functions in the Transformation of Structures of Span Structures of Steel-Reinforced Concrete Bridges. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and Civil Engineering], 2022, no. 12, рp. 49-53. (In Russ.). doi: 10.33622/0869-7019.2022.12.49-53
BACK