33407 2304-6295 Construction of Unique Buildings and Structures 11 38 2015 1-124
UNK RUS 1-14 Donbas National Academy of Civil Engineering and Architecture Yugov Anatoliy amyrus@mail.ru
2, Derzhavin str., Makiyivka, Donetsk region, 86123, Ukraine
 0000-0002-8380-0067 Peter the Great St. Petersburg Polytechnic University Koryakovtseva Tatyana Alexandrovna flamingo-93@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Sokolov Bogdan sokol25-bogdan@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Agishev Kamil kamil_agishev@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Transparent concrete in construction of buildings and structures Concrete is one of the most common building materials. That he was not only the bearing, but also the decorative material, scientists have invented a transparent concrete. Small buildings replaced with high-rise buildings and skyscrapers. Therefore, the transparent concrete is relatively new material in the construction. One reason of transition – is a natural light in the building or structure. The aims of the article - determine the characteristics of transparent concrete material and describe why it is recommended to use. It is necessary to study the properties of this type of concrete. For this purpose, we are using methods of analysis and comparison. 10.18720/CUBS.38.1 69 transparent concrete transparency decorative element strength water resistance https://unistroy.spbstu.ru/article/2015.38.1/ 1_musorina_38.pdf
RAR RUS 15-26 Peter the Great St. Petersburg Polytechnic University Dalinchuk Violetta dalinchuk_violet@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Ilmenderov Maksim maxim.ilmenderov@yandex.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Iarkin Viktor yarkinvv@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Eliminating drawdown bases with the help of technology SLAB LIFTING The foundation - building supporting structure, which takes all the loads from the construction, so it depends on the durability of the structure. However, during the operation of buildings are possible deformation of the foundation, which can be the result of errors made during the design phase. For these reasons, the foundation structure may sag. In this case it is necessary to seek a solution to eliminate the bank building. There are many methods of repair sagging foundation, but they are quite energy intensive and require significant investment. Outdated methods of repair are not possible in the current conditions of dense urban areas. It therefore becomes relevant the question of a more modern approach to repair sagging foundation. This issue is devoted to this article. The article describes in detail the causes of subsidence of the foundation and the consequences of this problem. The article also discussed the classical methods of repair sagging foundation and a new modern method SLABLIFTING. The latter method is based on deep injection geopolymer and is the most advanced solution on the issue of repair sagging foundation. To identify the advantages of the modern method of classical been calculated repair model, the bank received. According to the results of this calculation it was revealed advantages of the method, which is based on injection of geopolymer. 10.18720/CUBS.38.2 69 eliminating the foundation subsidence SLAB LIFTING bank building repair sagging foundation grouting geopolymer https://unistroy.spbstu.ru/article/2015.38.2/ 2_dalinchuk_38.pdf
RAR RUS 27-41 Peter the Great St. Petersburg Polytechnic University Vlasov Pavel vlasov.ppavel@gmail.com
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Saint-Petersburg State Polytechnical University Lalina Irina rinalalina@yandex.ru Peter the Great St. Petersburg Polytechnic University Savchenko Alexey ya.int@yandex.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Emelianov Evgenii ewgenij.em@yandex.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Nesterov Artem artyom_nesterov-@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Finite element analysis of the steel column in SCAD Calculation of custom designs using modern software systems leads to the necessity of rational choice and the model is correct, using the capabilities of the program. These opportunities, modern software computing, as we know, extensive. They allow for the same design to create different versions of the calculation schemes. This article provides a comparative analysis of calculation results of two variants of finite element models of steel towers. All calculations are performed using the software package SCAD. First was the description of computational models, were then determined load on the structure. Comparative analysis of calculation results showed that for the calculation of structures to its own weight is enough using a simplified scheme, whereas complex wind load should be considered only using shell design scheme, repeating the parts count design. 10.18720/CUBS.38.3 69 SCAD load self-weight the finite element model the stress-strain state https://unistroy.spbstu.ru/article/2015.38.3/ 3_vlasov_38.pdf
RAR RUS 42-58 LLC "Center of building control" Lamkin Oleg lab02@yandex.ru
14, Gagarin st., Simferopol
 B-4397-2014 56826013600 0000-0003-1071-427X Peter the Great St. Petersburg Polytechnic University Gravit Marina Viktorovna marina.gravit@mail.ru
St. Petersburg, Russian Federation
 Peter the Great St. Petersburg Polytechnic University Nedryshkin Oleg nedryshkin@gmail.com
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Experimental and theoretical research fire danger facade system "Technocom" The object of the research is the composite translucent facade system "Technocom" type Alucobond A2 Technical Specification 562-006-51924160-2008. In the process, we carried out experimental and theoretical research fire danger and limits of fire resistance of facade system. The objectives of the research is definition compliance with the applicable front system special technical requirements for fire safety. The research developed compensatory measures aimed at reducing fire hazard and improve the fire resistance of the facade system. 10.18720/CUBS.38.4 69 transparent facade constructions fire resistance limit state loss of integrity loss of bearing capacity the spread of flame of products compensatory measures https://unistroy.spbstu.ru/article/2015.38.4/ 4_lamkin_38.pdf
RAR RUS 59-71 Peter the Great St. Petersburg Polytechnic University Dunaevskaya Julia juliadynaevskaya@gmail.com
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Zaborova Dariia zaborova-dasha@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Simankina Tatiana talesim@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 The categorization of a country house There are currently no methods of justification categories of suburban housing from an investment attractiveness of land in the Leningrad region. In addition, there is no classification of cottage settlements in Russia. This article provides an explanation of the link between the category of suburban housing and investment attractiveness of the land. The objectives of the study are the analysis of factors influencing investment attractiveness of land plots in Leningrad region; analysis of the factors influencing the category of suburban housing; justification competent relationships between these data. The article suggests recommendations for choosing the category of suburban housing, depending on the investment attractiveness of the land. People choose their house in a cottage settlement in accordance with their status and needs. The status of the cottage settlement directly depends on the investment attractiveness of the land on which it is built. The original characteristics of the land cannot radically change in the process of operation, and the house in this area can be significantly upgraded and modernized, the plot is largely a determining factor in the classification of suburban housing. 10.18720/CUBS.38.5 69 suburban construction investment project investment attractiveness land cottage development categories of suburban housing energy efficiency https://unistroy.spbstu.ru/article/2015.38.5/ 5_zaborova_38.pdf
RAR RUS 72-88 Peter the Great St. Petersburg Polytechnic University Gilemkhanov Rustam asf-rust@ya.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 The experience of using Autodesk Revit and Robot Structural Analysis Professional Russian government is aware of the need for BIM (Building Information Modeling) in its building projects. That is why it introduced the new project about the phased implementation of BIM (December 2014). BIM is impossible to implement in a short time because it requires a complete re-equipment of the company, retraining staff, experience and knowledge. The main problem with the new technology is the extent of the compliance and the adequacy of the results to reality. The logical solution to this problem is comparing the calculation results of the new technology and the traditional approach to the calculation of buildings and structures in Russia. As the object of analysis was selected the real project of the car center «SCANIA». The calculation and analysis of the load-bearing structure of the object: manual, Scad office and Robot Structural Analysis Professional. Comparison of three approaches has given the identical results. It allowed the proceeding to the next stage - modeling a whole structure of the project. Using the same algorithm to solve the problem we produced almost identical results. Results of the work are good prerequisites to the implementation of BIM in design field in Russia. 10.18720/CUBS.38.6 69 BIM SCAD OFFICE CAD REVIT ROBOT STRUCTURAL PROFESSIONAL AUTODESK https://unistroy.spbstu.ru/article/2015.38.6/ 6_gilemhanov_38.pdf
RAR RUS 89-105 Peter the Great St. Petersburg Polytechnic University Savchenko Alexey ya.int@yandex.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Ioskevich Anton anton-ioskevich@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Khazieva Lina lina_hazieva@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Nesterov Artem artyom_nesterov-@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 St. Petersburg State University of Architecture and Civil Engineering Ioskevich Vasiliy lvasily95@gmail.com
2-nd Krasnoarmeiskaya st. 4, St.Petersburg, 190005, Russia.
 Solution of the longitudinal and transverse bending beam in different software package This article examines the issue of longitudinal and transverse bending beam. The author's task is to analyze the possibility of determining movements in the supercritical region using the software package. The solution of this type of problems is an important aspect of the non-linear analysis of beam systems. There were selected the most common in Russia, SCAD, LIRA-SAPR and LIRA 10, and the new for the Russian market SAP2000. The analytical solutions are presented. The analytical solutions are compared with the solutions obtained in the software package. Pictures of the results of displacements are presented, too. The results of research show the possibilities of software systems within the task. In writing the article there were used scientific works of domestic and foreign theorists of finite element method. 10.18720/CUBS.38.7 69 longitudinal and transverse bending nonlinear analysis finite element method software package SCAD LIRA-SAPR LIRA 10 SAP2000 https://unistroy.spbstu.ru/article/2015.38.7/ 7_savchenko_38.pdf
RAR RUS 106-118 Peter the Great St. Petersburg Polytechnic University Komarinskiy Mikhail komarin@cef.spbstu.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Smirnov Stanislav smirnovsta@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Peter the Great St. Petersburg Polytechnic University Burtseva Diana marengosapphire@gmail.com
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
 Liquid concrete and self-compacting concrete The article presents research on the influence of the complex additives based on superplasticizer S3 on workability of concrete of conventional composition (suitable for pumping on the concrete pipelines), obtaining an antifloated of concrete mix of a floated consistence for vibrationless placing. Conducted an analysis the new self-compacting concrete mix. These compounds at this stage of the development of are novel and abroad and in Russia. The article presents comparison of the self-compacting concrete with a flow concrete mixes, which under certain conditions may be similar to those of self-sealing mixtures. Concluded that with using the intersection of mixtures with of the possible replacement self-mixtures on the cast, there are the most economical. 10.18720/CUBS.38.8 69 liquid concrete self compacting concrete superplasticizer air-involving additive giperplastifikator concrete pump vibration-free installation technology gustoarmirovannye design https://unistroy.spbstu.ru/article/2015.38.8/ 8_komarinskiy_38.pdf