Features of Calculation of Erection of Tower Metal Headframe by Sliding Method
Abstract: The article considers the calculation of a tower metal headframe using the sliding method in order to study the change in the stress-strain state at the time of the thrust. The main historical stages of the application of this method for the installation and movement of large-sized buildings and structures are briefly covered. The analysis of measures for the implementation of the thrust of a tower metal headframe of a skip-cage configuration with two braces is carried out, the height of the structure is 85 m. The analysis of loads and effects applied to this structure is carried out, taking into account the operation of the structure. Also, loads and effects are considered taking into account the thrust. A mathematical model of this structure has been developed to assess the impact of the installation of the structure using the sliding method, and the results obtained allow the selection of equipment for the thrust. Based on the study, conclusions and recommendations are given.
Keywords: stress-strain state (SSS), tower metal pile driver (TMP), sliding, wind effect, stresses, enlarged module, rolling track, slipway.
Pages: 37-46.
For citation: Tochenaya, A. A.; Yugov, A. M.; Titkov, S. O. [et al.]. Features of Calculation of Erection of Tower Metal Headframe by Sliding Method. – Text : electronic. – In: Metal Constructions. – 2024. – Vol. 30, N 1. – Р. 37-46. – URL: https://donnasa.ru/publish_house/journals/mk/2024-1/st_04_tochenaya_yugov_titkov_tanasoglo.pdf (date of access: 22.11.2024). – edn: obcdew. – ISSN 1993-3517. (in Russian)
Vol. 30, N 1 (2024)
Journal: Metal Constructions
Publish house: Donbas National Academy of Civil Engineering and Architecture
Journal: Metal Constructions
Publish house: Donbas National Academy of Civil Engineering and Architecture