33407 2304-6295 Construction of Unique Buildings and Structures 2 17 2014 1-135
RAR RUS 5-24 Peter the Great St. Petersburg Polytechnic University Rechinskii Alexander alexander.rechinsky@spbstu.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 O-6995-2019 6508103761 0000-0002-1196-8004 Peter the Great St. Petersburg Polytechnic University Vatin Nikolai Ivanovich vatin@mail.ru
St. Petersburg, Russian Federation
 Peter the Great St. Petersburg Polytechnic University Arseniev Dmitry imop@imop.spbstu.ru Peter the Great St. Petersburg Polytechnic University Gamayunova Olga gamayunova@inbox.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 QS criteriaas a basis for evaluation of the Institute of Civil Engineering of the Saint-Petersburg State Polytechnical University St.Petersburg State Polytechnical University was founded in 1899. Recently SPbSPU became "National Research University", also known in Russia and abroad as Polytechnic Institute - a recognized Russian and world-wide leader in the field of higher engineering and economic education. Currently it also remains at the leading positions in the rating of Russian engineering higher educational institutions. By 2020, St. Petersburg State Polytechnical University plans to enter in the first hundred leading universities according to world ranking of universities. The article describes the basic methods of evaluation rating of universities existing now, shown the Polytechnical University rating on the QS ranking and other Russian and international rankings. We analyze the work of Civil Engineering Institute of Polytechnic University on criteria QS. The measures for the further development and achievements of Civil Engineering Institute to eliminate "weak" parties in order to improve the position of our university in the world rankings. 10.18720/CUBS.17.1 69 St. Petersburg State Polytechnical University Civil Engineering Institute QS World University Rankings academic reputation employers reputation citation index SCIENCE INDEX Scopus Hirsch index https://unistroy.spbstu.ru/article/2014.17.1/ 1_gamayuinova_17.pdf
RAR RUS 25-38 Peter the Great St. Petersburg Polytechnic University Golovin Aleksandr gai422@mail.ru Peter the Great St. Petersburg Polytechnic University Shevelev Leonid sopromat.shevelev@yandex.ru Peter the Great St. Petersburg Polytechnic University Korikhin Nikolay Kor440@mail333.com Field stresses state in the helicoidal shell The review works, devoted to the analysis of the stress-strained state of helicoidal shells under various types of loading are completed in this work. Analytic solution of the problem stress state of a shell as structural element is demonstrated. Results of calculations of the shells under the action of normal pressure for two cases of fixing are presented. 10.18720/CUBS.17.2 69 shell calculation of stress strain state stress field helicoid alanalytic solution https://unistroy.spbstu.ru/article/2014.17.2/ 2_shevelev_17.pdf
BRV RUS 39-43 St. Petersburg National Research University of Information Technologies, Mechanics and Optics Tsygankov Aleksander tsygaav@rambler.ru Design and calculation of ventilation and air-conditioning systems. Review of Sotnikov A.G. new book The book deals with the fundamentals of commercial air-conditioning, ventilation, heating and cooling system design. It is the first Russian book of this kind, a memorial one to a certain extent, which describes all modern initial data in full details: requirements for engineering systems, thermodynamic, climatologic, hygienic, aerochemical and technological information, basic standards and numerous methods. The book includes numerous examples and control questions for a better understanding of the material. It gives full description of thermal loads for heating and hot water supply systems, the methods of heat, humidity and harmful emission calculations in air-conditioning, ventilation, heating and cooling systems. In addition to detailed description of individual components, specific air, heat, heating, cooling loads, methods of their analysis and synthesis are given in the book. The method of heat, moisture, vapor, air-gas balances of the rooms is described in full details. Harmful emissions of paint and coatings, welding, galvanic, chemical etc. industries are considered as a basis for calculation of commercial ventilation systems. The book includes basic standards and numerous methods and practical examples. The book is supposed to be of great use for designers, researchers, scientists, members of teaching staff, under and post graduate students of the civil engineering, polytechnic, energetic, technological etc. colleges and universities in their researches and diploma projects concerning general task of improving and optimization of air-conditioning, ventilation, heating and cooling systems. 10.18720/CUBS.17.3 69 system climate design source data load heat moisture vapors gases aerosols https://unistroy.spbstu.ru/article/2014.17.3/ 3_tsygankov_17.pdf
RAR RUS 44-55 Saint-Petersburg State University Vlasov Dmitry dmitry.vlasov@mail.ru Peter the Great St. Petersburg Polytechnic University Petrochenko Olesya olesya-pet@mail.ru Saint-Petersburg State Polytechnical University Startsev Sergey StartsevSA@biospacestroy.ru
29 Polytechnicheskaya st., St.Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Shlychkova Darita darita_egypt@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Mycological inspection of the building, as the example is a church in the village Penino The article describes the mycological examination of the church, built at 1900 in the village Penino. Detailed visual inspection was confirmed by photo fixing, there were taken samples from different constructions, where were a lot of visible efflorescence, scuffs of green colors, noticeable lamination structure of the material, macro fouling of the natural stone with moss and algae. Additionally the results of mycological laboratory analysis of taken samples were presented. According to the received results, that showed the number of colony forming units and the type of microorganism, there were given recommendations how to remove all fixed colonies of microorganisms that ruin the object’s construction. 10.18720/CUBS.17.4 69 inspection biological destruction biological corrosion fungus microorganisms photo fixation macro fouling neoplasm https://unistroy.spbstu.ru/article/2014.17.4/ 4_shlychkova_17.pdf
RAR RUS 56-65 Krivoy Rog National University Shishkin Aleksandr 5691180@mail.ru Alkaline reaction powder concretes Current state of construction science causes during the construction of unique buildings, and construction of complex structures and their repair, high-strength binders and concretes based on them. High-strength concrete appeared in foreign practice in theearly 60-ies different countries on an industrial scale started using concrete strength greater than 40 MPa. Particularly promising obtained at the end of the 80-ies of the twentieth century, the so-called reactive powder concrete -Reactive powder concretes (RPC). Concrete powder as reaction components due to the high dispersity and increased amounts of hydraulically active materials. At the same time, there exists a long form as slag-alkaline cementations binder, the activity of which, even without the use of special techniques used to improve the strength portland cement concrete, described above, up to 80 MPa. Fixed effect of the interaction between sodium silicate and iron salts and the resulting so-called slag slurry binder is a mixture of granulatedblast furnace slag waste mining and processing (iron-bearing mineral complex), mixed with water. These two positions were the basis for a new type of concrete, a so-called slag-alkaline reactive powder concrete, which is a mixture of granulated blast furnace slag to iron-mineral complex, mixing an aqueous solution of the alkaline component with the addition of a polyalcohol. This type of binder has a compressive strength reaching 110 MPa. 10.18720/CUBS.17.5 69 concrete strength iron polyalcohol alkaline https://unistroy.spbstu.ru/article/2014.17.5/ 5_shishkin_17.pdf
RAR RUS 66-74 Peter the Great St. Petersburg Polytechnic University Mikhalenko Evgeny evg.mihalenko@mail.ru Peter the Great St. Petersburg Polytechnic University Popko Viktor haker_km@mail.ru Peter the Great St. Petersburg Polytechnic University Kovalev Vladislav vlad48154815@mail.ru Peter the Great St. Petersburg Polytechnic University Krupin Vasily bacekkr@gmail.com Peter the Great St. Petersburg Polytechnic University Belyaev Nikolay dnd@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Water surface and drainage area measuring with satellite navigators There are several geodesic methods of area measurement. The following article provides description of a non-conventional method which involves the usage of satellite navigation devices. Based on a practical research, the accuracy of the method is being estimated. The analysis of different measuring conditions and factors, regarding their effect on accuracy, is made. The suitable areas, where the method could be used, are mentioned. In particular, the possibility of water surface and drainage area measuring is examined with the usage of previous theoretical base. In addition, the results of a recent field check covering such type of areas are presented in the article. 10.18720/CUBS.17.6 69 engineering geodesy satellite navigator area measurement GPS and GLONASS systems measuring accuracy water surface area drainage area https://unistroy.spbstu.ru/article/2014.17.6/ 6_krupin_17.pdf
RAR RUS 75-81 Peter the Great St. Petersburg Polytechnic University Krivtcov Artem artcomp2007@ya.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Water supply of residential high-rise buildings in Saint-Petersburg The purpose of this article is to choose the most cost-effective water supply system for the high-rise building in St. Petersburg. For this task the high-rise building was modelled. Two types of water supply systems were considered for this building: without zoning and with parallel zoning. The hydraulic calculation was made for the same work conditions. The calculation shows that total losses at the network system with parallel zoning are less than in the system without a zoning. As a result, author came to a conclusion that system with parallel zoning is the most cost-effective for the high-rise building. 10.18720/CUBS.17.7 69 water supply system zoning high-rise building residential building cost-efficiency https://unistroy.spbstu.ru/article/2014.17.7/ 7_krivtcov_17.pdf
RAR RUS 82-106 G-2929-2018 56227381900 0000-0003-2673-4566 Peter the Great St. Petersburg Polytechnic University Sergeeva (Nemova) Darya Viktorovna darya0690@mail.ru
St. Petersburg, Russian Federation
 O-6995-2019 6508103761 0000-0002-1196-8004 Peter the Great St. Petersburg Polytechnic University Vatin Nikolai Ivanovich vatin@mail.ru
St. Petersburg, Russian Federation
 15730895100 0000-0003-3251-3356 Saint Petersburg State University of Industrial Technologies and Design Gorshkov Alexander Sergeevich alsgor@yandex.ru
St. Petersburg, Russian Federation
 0000-0002-9362-0561 A.F. Mozhaysky's Military-Space Academy Rymkevich Pavel Pavlovich rymkewitch@yandex.ru
St. Petersburg, Russian Federation
 Method of calculating the payback period of investment for renovation of building facades The paper presents a method of calculating the payback period of energy-saving measures. The described measures are aimed at improving the thermal protection of the external walling maintained buildings withthermal insulation products (stone wool synthetic binder). Examples of calculation for simple payback of additional thermal insulation of external walls of buildings are provided. The authors also present examples of calculations for payback calculated taking into account the growth of tariffs for heat energy. Selected objects of study are panel tenement apartment building, as well as single-family residential stone house. The above mentioned calculations are made for climate conditions of St. Petersburg region and Leningrad Region. 10.18720/CUBS.17.8 69 exterior walls insulation calculated climatic conditions the heating degree-day period transmission heat losses renovation of facades investment payback period energy saving energy efficiency in buildings https://unistroy.spbstu.ru/article/2014.17.8/ 8_gorshkov_17.pdf
RAR RUS 107-124 Ufa State Petroleum Technological University Belyaeva Svetlana lanawhite75@gmail.com
1, Kosmonavtov St., Ufa, Russia, 450062
 Peter the Great St. Petersburg Polytechnic University Porivaev Ilya iporivaev@gmail.com
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Ufa State Petroleum Technological University Safiullin Marat safiullinmarat@list.ru Ufa State Petroleum Technological University Semenov Alexander asfugntu@yandex.ru
1, Kosmonavtov St., Ufa, Russia
 AAR-2529-2020 6506030356 0000-0001-6744-9249 Tampere University, Tampere, Finland Garifullin Marsel marsel.garifullin@tuni.fi
Tampere, Finland
 Ufa State Petroleum Technological University Semenov Sergey floods77@yandex.ru
1, Kosmonavtov St., Ufa, Russia, 450062
 The search of rational shape of spatial metal roof of long-span sport arena In this article a method of Finite Element modeling the roof of a stadium in SCAD Office as a three-dimensional structure is considered. The stress-strain state of the supporting framework of the roof is analyzed paying attention to different loads contribution. Following the results of the investigation the shape of the roof is optimized by the criterion of metal consumption. 10.18720/CUBS.17.9 69 spatial metal structure slong span structure finite element method SCAD Office rational shape metal consumption https://unistroy.spbstu.ru/article/2014.17.9/ 9_garifullin_17.pdf
RAR RUS 125-135 Peter the Great St. Petersburg Polytechnic University Semenov Kirill kvsemenov@bk.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 AAH-2547-2019 7801686579 0000-0001-7011-8213 Peter the Great St. Petersburg Polytechnic University, St. Petersburg, Russian Federation Barabanshchikov Iurii Germanovich ugb@mail.ru
St. Petersburg, Russian Federation
 Maintenance of thermal cracking resistance in massive concrete base slabs during winter concreting The paper deals with the thermal cracking resistance of the unique constructions massive concrete structures during the building period. The paper quotes results of the calculation research of the NPP reactor base slab thermal stressed state and thermal cracking resistance. The concrete hardening temperature impact on concrete thermophysical and deformation properties is taken into consideration. The concrete thermal cracking resistance is measured in accordance with the deformation criterion. Furthermore, the work pays special attention to the safe technological parameters of cold weather concreting purpose. In addition, the article determines the viable sequence and time limits for the heat protection elements removal. 10.18720/CUBS.17.10 69 massive concrete and reinforced concrete structures building period cement setting temperature thermal stressed state thermal cracking resistance cold weather concreting https://unistroy.spbstu.ru/article/2014.17.10/ 10_semenov_17.pdf