2016-2(19)

Design, manufacturing and commissioning of nuclear industry equipment

Article NameInfluence of Circular Action Crane on Technical Condition of the NPP Constructing Protective Tight Cover
AuthorsYu.I. Pimshin*1, E.B. Klyushin**2, O.A. Gubeladze***3, V.N. Medvedev****4, S.M. Burdakov*5, Yu.V. Zayarov*6
Address

* Volgodonsk Engineering Technical Institute the branch of National Research Nuclear University «MEPhI»,
Lenin St., 73/94,  Volgodonsk, Rostov region, Russia 347360
** Moscow State University of Geodesy and Cartography
MIIGAiK №4 , Gorokhovsky pereulok, Moscow, Russia 105064
*** Don State Technical University
Gagarin square 1, Rostov-on-Don, Russia, 344000
**** Nuclear Safety Institute of the Russian Academy of Sciences
Bolshaya Tulskaya, 52, Moskow, Russia 113191

1 e-mail: yipimshin@mephi.ru ;  2 e-mail: eklyushin 37@mail.ru ; 3 e-mail: buba26021966@yandex.ru ;
4 e-mail: cont@ibrae.ac.ru ; ; 5 e-mail: SMBurdakov@mephi.ru ; 6 e-mail: yvzayarov@mephi.ru

AbstractOBJECTIVES We researched technical condition of a protective tight cover of the polar crane. In article questions of stage-by-stage installation and adjustment of the circular action crane established in NPP reactor buildings and its impact on protective cover wall are considered. A stage of installation of the crane for a rail, a stage of trial and static tests are allocated. Results of the natural measurements characterizing deformation of a protective tight cover (PTC) are presented. CONCLUSIONS The presented material describes NP-1000 situation covers, that is the project, realization of which at the constructing NPPs, comes to the end. However there are the same researches in the NPP-2006 project and their results are fair and require the solution.
Keywordsprotective tight cover, deformations, movements, circular action crane, polar crane consoles, crack, construction part
LanguageRussian
References

[1]    Pimshin Yu.I., Zabaznov Yu.S., Kirilchik L.F. Analiz raboty stroitelnykh elementov germetichnoy obolochki AES pri ee prednapryazhenii i ispytanii [The analysis of work of construction elements of a tight cover of the NPP at its pretension and test] . Engineering journal of Don, 2014, №1. – Available at: http://ivdon.ru/ru/magazine/archive/n1y2014/2263  ISSN 2073-8633 (in Russian)

[2]    Pimshin Yu.I., Zabaznov Yu.S., Klyushin E.B.  Geodezicheskoe obespechenie monitoringa tekhnicheskogo sostoyaniya zashchitnykh germetichnykh obolochek atomnykh elektricheskikh stantsiy (AES) v period ikh stroitel'stva, prednapryazheniya i ispytaniya [Geodetic support of monitoring of technical condition of protective tight covers of the nuclear power plants (NPP) during their construction, pretension and test]. The collection of articles following the results of scientific and technical conferences. Release 7 (in two parts). – Part 1. – M.: MIIGAiK / annex to the "Geodesy and Aero Photofilming" magazine №6, 2014. pp. 19–23. (in Russian)

[3]    Gayrabekov I.G., Pimshin Yu.I.,  Gubeladze O.A., Medvedev V.N.  Rezultaty vypolnennykh rabot v ramkakh monitoringa zashchitnykh germetichnykh obolochek stroyashchikhsya blokov Rostovskoy AES [Results of the performed works within monitoring of protective tight covers of blocks under construction of the Rostov NPP]. The collection of articles following the results of scientific and technical conferences. Release 7 (in two parts). – Part 1. – M.: MIIGAiK / annex to the "Geodesy and Aero Photofilming" magazine №6, 2014. p. 29–30. (in Russian)

[4]    Pimshin Yu.I., e.a. Sposob opredeleniya deformatsionnykh kharakteristik sooruzheniy [Way of definition of construction deformation characteristics]. Patent RF, no. 2426089, 2011. (in Russian)

[5]    Pimshin Yu.I., e.a. Sposob opredeleniya deformatsionnykh kharakteristik  zashchitnoy germetichnoy obolochki [Way of deformation  definition of protective tight cover characteristics]. Patent RF, no. 2546990, 2015. (in Russian)

Papers33 - 42
URL ArticleURL Article
 Open Article