bricstransportТранспорт БРИКСBRIСS Transport2949-0812ФГБУ ДПО «УМЦ ЖДТ»10.46684/2023.1.5bricstransport-6Research ArticleИНФРАСТРУКТУРА ТРАНСПОРТАTRANSPORT INFRASTRUCTUREРазработка организационно-технологических решений по переустройству железнодорожных станцийManagement and engineering solutions for railway station developmentКабановА. В.KabanovA. V.

Санкт-Петербург 

 

AuthorID: 512887

Alexander V. Kabanov — Cand. Sci. (Eng.), Associate Professor, Associate Professor of the “Road Construction of the Transport Complex” Department

9 Moskovsky pr., St. Petersburg, 190031, Russian Federation

ID RSCI: 512887 

avkabanov07@inbox.ruМаршавинаО. А.MarshavinaO. A.

 Санкт-Петербург 

 AuthorID: 730539

Olga A. Marshavina — Senior lecturer of the of “Road Construction of the Transport Complex” Department, Engineer of the “Road Construction of Transport Complex” Department, Deputy Head of the Department for Extramural forms of education of the “Road Construction of Transport Complex” Department

9 Moskovsky pr., St. Petersburg, 190031, Russian Federation

ID RSCI: 730539 

olia.medvede@yandex.ruПетербургский государственный университет путей сообщения Императора Александра I (ПГУПС)РоссияEmperor Alexander I St. Petersburg State Transport University (PSTU)Russian Federation202314042023216Copyright © Кабанов А.В., Маршавина О.А., 20232023Кабанов А.В., Маршавина О.А.Kabanov A.V., Marshavina O.A.Данная работа распространяется под лицензией Creative Commons Attribution 4.0.This work is licensed under a Creative Commons Attribution 4.0 License.https://www.bricstransport.ru/jour/article/view/6

Разработана методика организационно-технологического проектирования переустройства железнодорожных станций. Учитывается перерабатывающая способность станции и определяется порядок этапности осуществления подготовительных и основных работ. Обосновывается размер фронта работ подрядной строительной организации, позволяющий обеспечить оптимальную производительность станции. Объемы и фронты работ для специализированных и комплексного потоков группируются по элементам железнодорожной сортировочной станции. Определена оптимальная величина (в процентах от общей сметной стоимости объекта) размера фронта работ комплексного потока F, которая рассчитывается по величине оптимальной для данных условий производства строительных или реконструктивных работ, перерабатывающей способности станции Nв. Разработаны основные варианты организации системы строительных потоков по критерию оптимального коэффициента совмещения, снижения себестоимости строительно-монтажных работ (текущие затраты С); эффективному использованию капитальных вложений в машины и механизмы (Kf единовременные затраты).Предлагаемая методика выбора организационно-технологических решений предназначена для деятельности генподрядных и субподрядных организаций железнодорожного строительства; позволит снизить себестоимость строительно-монтажных работ, сократить сроки строительства и реконструкции железнодорожных станций.

This paper presents a methodology for construction engineering management of railway station redevelopment. The station working capacity is taken into account and the stages of preliminary and main works are determined. The scope of work to be performed by a building contractor is substantiated to provide an optimal station performance. The volume and scopes of work for specific and complex construction workflows are grouped by the components of the railway marshalling yard.The optimal volume of work of the complex flow F has been determined (as a percentage of the total estimated cost of the facility). The station working capacity Nв has been taken into consideration in correlation with the given conditions of construction or renovation works.The key construction flow management options have been worked out based on the optimal index of construction work sequence, prime cost reduction of construction and installation works (current costs C), and effective capital investments into machines and mechanisms (one-time costs Кf).The proposed methodology for construction management and engineering solutions is oriented to general contracting and subcontracting companies of the railway construction sector. This methodology is intended to lower the prime cost of construction and installation works and to reduce the time of construction and redevelopment of railway stations.

железнодорожные станциикоэффициент совмещенияфронт работсистема строительного потокаперерабатывающая способность станцийформообразование комплекса работрациональный коэффициент совмещенияметодика оптимизацииоптимизация организационно-технологических решенийтехнологическая компоновкакоэффициент совмещения потоковrailway stationscoeffi working capacitygeneration of work scopesrational coefficient of construction sequencevolume of workconstruction fl cient of construction sequenceoptimization ow systemstation methodologyoptimization of management and engineering solutionstechnological layoutcoefficient of construction flow sequenceReferencesKim K.K., Panychev A.Y., Blazhko L.S. Dependence of the reactivity compensation degree of a synchronous compensator on its parameters. Russian Electrical Engineering. 2017;88(10):623-628. DOI: 10.3103/S1068371217100078Kim K.K., Panychev A.Y., Blazhko L.S. Dependence of the reactivity compensation degree of a synchronous compensator on its parameters. Russian Electrical Engineering. 2017;88(10):623-628. DOI: 10.3103/S1068371217100078Ivanov I., Rubin P., Tarapanov A., Kanatnikov N. The possibilities of improving the operational characteristics of vehicle gear by the use of cylindric alarched tooth gear drive. Transport Problems. 2017;11(2):61-66. DOI: 10.20858/tp.2016.11.2.6Ivanov I., Rubin P., Tarapanov A., Kanatnikov N. The possibilities of improving the operational characteristics of vehicle gear by the use of cylindric alarched tooth gear drive. Transport Problems. 2017;11(2):61-66. DOI: 10.20858/tp.2016.11.2.6Titova T.S., Evstaf’ev A.M., Sychugov A.N. Improving the energy performance of alternating-current electric vehicles. Russian Electrical Engineering. 2017;88(10):666-671. DOI: 10.3103/S1068371217100145Titova T.S., Evstaf’ev A.M., Sychugov A.N. Improving the energy performance of alternating-current electric vehicles. Russian Electrical Engineering. 2017;88(10):666-671. DOI: 10.3103/S1068371217100145Bogomolova N., Milyushkan Y., Shkurnikov S., Bushuev N., Svintsov E., Anisimov V. Features of Engineering Surveys in Areas of Permafrost Prevalence by the Example of the Project “Northern Latitudinal Way”. Lecture Notes in Civil Engineering. 2020;215-221. DOI: 10.1007/978-981-15-0454-9_23Bogomolova N., Milyushkan Y., Shkurnikov S., Bushuev N., Svintsov E., Anisimov V. Features of Engineering Surveys in Areas of Permafrost Prevalence by the Example of the Project “Northern Latitudinal Way”. Lecture Notes in Civil Engineering. 2020;215-221. DOI: 10.1007/978-981-15-0454-9_23Chepachenko N.V., Leontiev A.A., Uraev G.A., Polovnikova N.A. Features of the factor models for the corporate cost management purposes in construction. IOP Conference Series: Materials Science and Engineering. 2020;913(4):042075. DOI: 10.1088/1757-899X/913/4/042075Chepachenko N.V., Leontiev A.A., Uraev G.A., Polovnikova N.A. Features of the factor models for the corporate cost management purposes in construction. IOP Conference Series: Materials Science and Engineering. 2020;913(4):042075. DOI: 10.1088/1757-899X/913/4/042075Mikoni S.V. Axioms of multicriteria optimization methods on a finite set of alternatives. SPIIRAS Proceedings. 2016;1(44):198. DOI: 10.15622/SP.44.12Mikoni S.V. Axioms of multicriteria optimization methods on a finite set of alternatives. SPIIRAS Proceedings. 2016;1(44):198. DOI: 10.15622/SP.44.12Beltiukov V., Andreev A., Sennikova A. Analysis of changes of track upper structure technical condition and its operation costs in regions with long winter period for different types of rail fastenings. Lecture Notes in Civil Engineering. 2020;265-274. DOI: 10.1007/978-981-15-0450-1_27Beltiukov V., Andreev A., Sennikova A. Analysis of changes of track upper structure technical condition and its operation costs in regions with long winter period for different types of rail fastenings. Lecture Notes in Civil Engineering. 2020;265-274. DOI: 10.1007/978-981-15-0450-1_27Benin A., Nesterova O., Uzdin A., Prokopovich S., Rutman Y., Guan Y. On estimating the reduction factor of bridge piers. E3S Web of Conferences. 2020;157:06012. DOI: 10.1051/e3sconf/202015706012Benin A., Nesterova O., Uzdin A., Prokopovich S., Rutman Y., Guan Y. On estimating the reduction factor of bridge piers. E3S Web of Conferences. 2020;157:06012. DOI: 10.1051/e3sconf/202015706012Asaul A.N., Asaul M.A., Liulin P.B., Chepachenko N.V. Housing Construction in Russia: Trends and Medium-Range Forecasts. Studies on Russian Economic Development. 2019;30(3):313-318. DOI: 10.1134/S1075700719030055Asaul A.N., Asaul M.A., Liulin P.B., Chepachenko N.V. Housing Construction in Russia: Trends and Medium-Range Forecasts. Studies on Russian Economic Development. 2019;30(3):313-318. DOI: 10.1134/S1075700719030055Egorov Y., Zhuravleva N., Poliak M. The level of railway rates as a factor of sustainable development of territories. E3S Web of Conferences. 2020;208:04010. DOI: 10.1051/e3sconf/202020804010Egorov Y., Zhuravleva N., Poliak M. The level of railway rates as a factor of sustainable development of territories. E3S Web of Conferences. 2020;208:04010. DOI: 10.1051/e3sconf/202020804010Egorov V.V. Modern hybrid structures for buildings and constructions. Indian Journal of Science and Technology. 2016;9(42). DOI: 10.17485/ijst/2016/v9i42/104254Egorov V.V. Modern hybrid structures for buildings and constructions. Indian Journal of Science and Technology. 2016;9(42). DOI: 10.17485/ijst/2016/v9i42/104254Benin A., Bogdanova E. Influence of storage conditions and corrosive environments on the mechanical properties of GFRP rebars. Civil and Environmental Engineering. 2018;14(2):86-90. DOI: 10.2478/cee-2018-0011Benin A., Bogdanova E. Influence of storage conditions and corrosive environments on the mechanical properties of GFRP rebars. Civil and Environmental Engineering. 2018;14(2):86-90. DOI: 10.2478/cee-2018-0011Benin A., Nazarova S., Uzdin A. Designing Scenarios of Damage Accumulation. Advances in Intelligent Systems and Computing. 2019;600-610. DOI: 10.1007/978-3-030-19868-8_57Benin A., Nazarova S., Uzdin A. Designing Scenarios of Damage Accumulation. Advances in Intelligent Systems and Computing. 2019;600-610. DOI: 10.1007/978-3-030-19868-8_57Kolos A., Romanov A., Govorov V., Konon A. Railway subgrade stressed state under the impact of new-generation cars with 270 kN axle load. Lecture Notes in Civil Engineering. 2020;343-351. DOI: 10.1007/978-981-15-0450-1_35Kolos A., Romanov A., Govorov V., Konon A. Railway subgrade stressed state under the impact of new-generation cars with 270 kN axle load. Lecture Notes in Civil Engineering. 2020;343-351. DOI: 10.1007/978-981-15-0450-1_35Kolos A.F., Konon A.A. Estimation of railway ballast and subballast bearing capacity in terms of 300 kN axle load train operation. Challenges and Innovations in Geotechnics: proceedings of the 8th Asian Young Geotechnical Engineers Conference. 2016;291-294.Kolos A.F., Konon A.A. Estimation of railway ballast and subballast bearing capacity in terms of 300 kN axle load train operation. Challenges and Innovations in Geotechnics: proceedings of the 8th Asian Young Geotechnical Engineers Conference. 2016;291-294.

The authors declare that there are no conflicts of interest present.