33407 2304-6295 Construction of Unique Buildings and Structures 10 15 2013 1-88
RAR RUS 2-14 Peter the Great St. Petersburg Polytechnic University Povzun Anastasiia triksi_04@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 S-5128-2017 57193792837 0000-0001-8243-239X Peter the Great St. Petersburg Polytechnic University, St. Petersburg, Russian Federation Kolosov Evgeny eskol@cef.spbstu.ru
St. Petersburg, Russian Federation
 Criterion of choice of foundation’s type depending on conditions of the building and kind of construction The problem of optimal design and construction of foundations have always had a special relevance not only technologically, but also in economic terms. This is due to the special interest of all divisions of the construction industry to reduce the cost of construction. Reduced operation costs while ensuring reliability, optimization of effort and time for the construction of underground structures are crucial to improve the efficiency of capital investments and improving the quality of construction. The need to address these issues is an important task of the modern foundation engineering. This article analyzes the current experience of designing the foundations of buildings and structures for various applications in different conditions of their construction. The recommendations to determine the optimal type of foundation depending on the construction and the type of object are given in this item. 10.18720/CUBS.15.1 69 foundation footing depth dynamic loads permafrost soil pile foundation https://unistroy.spbstu.ru/article/2013.15.1/ 1_povzun_kolosov_15.pdf
RAR RUS 15-24 Peter the Great St. Petersburg Polytechnic University Teplov Andrei abteplov@mail.ru Peter the Great St. Petersburg Polytechnic University Bulatov Georgiy gybulatov@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Kolosova Natalya nb.kolosova@yandex.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 S-5128-2017 57193792837 0000-0001-8243-239X Peter the Great St. Petersburg Polytechnic University, St. Petersburg, Russian Federation Kolosov Evgeny eskol@cef.spbstu.ru
St. Petersburg, Russian Federation
 Bearing capacity of driven piles with different types of cross section The research of influence of piles with cross section on the pile’s load capacity is published in this article. Special attention to driven piles was paid, because they are very popular in building area. There are five cross-sectional shapes: round, square, cruciform, T-bar, I-beam.As а soil selected a single layer from the fine-grained sandy soil.The calculation of the bearing capacity of piles was conducted with the data cross-sectional shapes. As a result, authors explored that constituent which depends on exterior perimeter of pile’s cross section is very important. 10.18720/CUBS.15.2 69 pile foundation types of piles cross section of pile driven piles bearing capacity https://unistroy.spbstu.ru/article/2013.15.2/ 2_bulatov_kolosova_kolosov_teplov_15.pdf
RAR RUS 25-39 Peter the Great St. Petersburg Polytechnic University Tseytin Dmitrii dm.inco@gmail.com 56426211200 0000-0002-3541-0072 Peter the Great St. Petersburg Polytechnic University, St. Petersburg, Russian Federation Petrichenko Mikhail Romanovich fonpetrich@mail.ru
St. Petersburg, Russian Federation
 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
 Peter the Great St. Petersburg Polytechnic University Shipulin Aleksandr avshipulin@mail.ru Effective way of creation of microcracks wave impact on layer An alternate method of enhanced oil recovery oil reservoir is a method of shock-wave stimulation. This method consists in creating a shock wave in the well. Shock wave before reaching the bottom of the well-recognizedand creates shock pulse. The intensity of the bottom hole pressure is determined by the shape and frequency of the pressure change in the mouth. Unlike traditional fracturing is not leading to increased impermeability collector shock-wave action increasesthe network of microcracks and, thus, increases the permeability of the reservoir. A technology that shows the advantage of this method compared with hydraulic fracturing and technical point of viewand from an economic prospects. The results of a natural experiment in NGDU Bashneft (Bashkiria) are given. The physical-mathematical model of shock-waveis developed. 10.18720/CUBS.15.3 69 shock-wave method oil reservoir physical-mathematical model sand collector high paraffin inundated fluids Fourier analysis increasing productivity fluid animation pressure pulse pressure https://unistroy.spbstu.ru/article/2013.15.3/ 3_petrichenko_nemova_tseytin_shipulin_15.pdf
RAR RUS 40-50 Peter the Great St. Petersburg Polytechnic University Zhuman Ruslan ruslanzhuman@gmail.com GGKP "Zhetisu-Vodokanal" Alseitov Alibek alibek_alseitov@bk.ru
99-a, Gauhar Ana st.,Taldykorgan, Almaty region, Republic of Kazakhstan
 Water supply houses with use of groundwater by example of Taldykorgan city, Almaty region, Republic of Kazakhstan Water intaking constructions take a special place among all constructions of systems of water supply. Carrying out one of responsible tasks –uninterrupted providing with water of supplied object, water intaking constructions have to consider at the same time features and properties of used natural sources of water. For systems of economic and drinking appointment underground sources of water, as the most meeting sanitary and hygienic requirements have to be used mainly. The short description of studied object, taking into account natural geologicalresearch, structures of operating inhabited constructions and number of water consumersare presented in thisarticle. The system of a water intake of underground waters for water supply of Taldykorgan city by qualitative water is also described. The structure of implementation of giving and distribution of economic drinking water is executed in settlement and tabular indicators. The purpose of article is the description of an existing water intake of underground waters, and also calculation a necessary amount of water in the conditions of increase in the population and the city infrastructure, demanded for economic and drinking water supply and for fire-prevention actions. As a result of these calculations the volume of the tank of consumed clear water is determined. 10.18720/CUBS.15.4 69 water supply water withdrawal ground water water consumption population https://unistroy.spbstu.ru/article/2013.15.4/ 4_zhuman_alseitov_bahtinova_15.pdf
RAR RUS 51-61 Peter the Great St. Petersburg Polytechnic University Pyshkin Evgeny evgeny.pyshkin@gmail.com Unique monuments of Japanese Buddhist architecture in Aizu Paper introduces particularities of Japanese sacred architecture genesis through the examples of selected Buddhist culture monuments in the Aizu region. Special attention is paid to the unique constructions which measurably deviate from the mainstream architectural traditions. We analyze how the work of plastic art affects the Keiryuji temple architectural project, how the first Japanese spiral based construction was implemented in the interiors of Sazaedo tower, and what is the contemporary interpretation of the Buddhist park theme in Aizu-mura complex. Temple objects study and comprehension appeal for religious, cultural and, as a result, architectural and historical traditions expansion and development, as well as for transformation of these traditions in time in a kind of country which had long-lasting periods of relatively autonomous and even isolated existence. 10.18720/CUBS.15.5 69 sacred architecture Buddhism Shinto Japan architectural and historical context https://unistroy.spbstu.ru/article/2013.15.5/ 5_pyshkin_15.pdf
RAR RUS 62-76 Saint-Petersburg State Polytechnical University Shuravina Darya shdaria@list.ru
29 Polytechnicheskaya st., St.Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Fokina Nadezhda fokinay91@mail.ru Peter the Great St. Petersburg Polytechnic University Averyanova Olesya o.averyanova@gosro.ru Compression heat pumps as an energy efficient devices The aspect of energy efficiency isone of the most actualfor Russia. Usage of thermal pumps allows to receive energy for functioning of buildings and constructions’ engineering systems. Questions of definition of thermal pumps efficiency indicators and allocation of ways for increasing their functioning are consideredin this article. Operation of the vapor-compression thermal pump is carried out and the main indicators for energy saving are given. Literature about optimization of parameters of functioning thermal pumps isanalysed. And as a result recommendations about an assessment of thermal pumps’efficiency and about definition of terms of their payback aremade. 10.18720/CUBS.15.6 69 heat pumps conversion factor refrigerant cycle Carno https://unistroy.spbstu.ru/article/2013.15.6/ 6_shuravina_15.pdf
RAR RUS 77-88 Crimean Federal University Vernadsky Zhilenko Oksana o.b.zhilenko@mail.ru
181, Kievskaya Str., Simferopol, Crimea, 295493
 Crimean Federal University Vernadsky Alekseenko Vasiliy avn108@mail.ru
181, Kievskaya Str., Simferopol, Crimea, 295493
 New technologies to provide earthquake resistance of Orthodox shrines in Sevastopol The problems of preservation of Orthodox holy sites of the city of Sevastopol and the contradictions of the requirements of regulations governing construction in seismic regions of Ukraine and the preservation of authenticity are described in the article. New technologies to provide earthquake resistance of Orthodox shrines are offered on the basis of research. To enhance the drum of the dome of the St. Vladimir Cathedral external prestressed steel reinforcement has been suggested. For safe operation, the outer corners the Church of St. Archangel Michael of the main building at the planning level of the ground mark up to the roof it is proposed to strengthen with the help of horizontal glued anchor in mutually perpendicular direction. Analyses of survey results and evaluate the technical condition of the bell tower designs have allowed to develop strengthening the walls of the lower level of the reinforced concrete jacket, reducing, in addition, visual function was originally existed protective plaster, without significantly increasing the overall dimensions of the facades. On the top edge of walls of the third level -reinforced concrete anti-seismic belt anchors are glued, consolidate an authentic masonry. 10.18720/CUBS.15.7 69 seismic stability strengthening new technologies,church belfry https://unistroy.spbstu.ru/article/2013.15.7/ 7_alekseenko_zhilenko_15.pdf