33407
2304-6295
Construction of Unique Buildings and Structures
3
30
2015
1-208
RAR
RUS
7-37
15730895100
0000-0003-3251-3356
Gorshkov
Alexander Sergeevich
Saint Petersburg State University of Industrial Technologies and Design
alsgor@yandex.ru
St. Petersburg, Russian Federation
Livchak
Vadim
Committee of the State Duma of the Russian Federation on Energy
vlivchak@gmail.com
1, str. Ohotniy riad, Moscow,103265, Russia
History, evolution and development of regulatory requirements for enclosing structures
The paper provides a review of regulatory requirements evolution for building envelope.It contains a brief description of normative documents of different periods, e.g. the period before 1917, the Soviet period, and modern Russia. The paper presents the evolution and transformation of calculating formulas, terms and variables dimensions. One can find the survey of the discussion regarding dramatic rise of the required heating transition resistance for building envelope. This rise took place in 1995, and was initiated by Head of the Laboratory of NIISF Maatrosov Y.A. The respective adjustment was included in in SNIP II -3-79 *, and was reflected in different papers by Tabunshchikovs Y., Livchaka V., Gagarin V., Vasiliev G. et al. Basing on the historical development survey, as well as on the latest publications review, the authors propose specific measures for further improvements of normative requirements. The paper provides the justification for the suggested ways of building envelope requirements regulation.
10.18720/CUBS.30.1
69
buildings
enclosing structures
insulation
thermal resistance
thermal protection
building codes
building standards
energy saving
energy efficiency
https://unistroy.spbstu.ru/article/2015.30.1/
1_gorshkov_30.pdf
RAR
RUS
38-48
Antonova
Maria
Peter the Great St. Petersburg Polytechnic University
m-antonova@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
Glushko
Darya
Peter the Great St. Petersburg Polytechnic University
dariagsa@gmail.com
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
Belyaeva
Svetlana
Saint-Petersburg State Polytechnical University
sbelaeva@gmail.com
Russia, 195251, St.Petersburg, Polytechnicheskaya, 29
Modern means of protection from noise applied in building envelop
The problem of noise pollution becomes more and more urgent. In large and small cities, we are seeing an active traffic, construction works, repairs and other industrial and domestic activities of people. This exerts a load on people. Noise outside the home can have a significant effect on the health and mental condition of the person. Therefore, sound insulation of residential buildings is a very important task in the construction and repair of buildings. The material used for insulation must have a high absorption coefficient and being eco-friendly. The market of main building soundproof and sound-damping materials was analyzedin this article. Also, there aremain properties and characteristics of the materials such as: sound reduction index, isolation index of airborne noise level, density, burning behavior were compared. Main characteristics of soundproof and sound-damping materials are presented in tabular form. It allowed us quickly identify the most appropriate material for the necessary properties.
10.18720/CUBS.30.2
69
constructional materials
noise
sound
sound insulation
sound reduction index
https://unistroy.spbstu.ru/article/2015.30.2/
2_antonova_30.pdf
RAR
RUS
49-63
Dunaevskaya
Julia
Peter the Great St. Petersburg Polytechnic University
juliadynaevskaya@gmail.com
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
Alekseev
Maxim
Peter the Great St. Petersburg Polytechnic University
alex17-max22_7@inbox.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
Simankina
Tatiana
Peter the Great St. Petersburg Polytechnic University
talesim@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
The categorization of a country house
The development of the largest cities in the world it is hard to imagine without the development of suburban areas. The inability of the development of historic districts and large population, and a large influx of residents, the use of areas outside the city limits is especially important for St. Petersburg, with its extensive historic center,because it allows us to create high-quality housing, without distorting the classic image of the city. But the housing market Leningrad region is extremely heterogeneous and diverse. Stand out as depressed areas, where virtually nonexistent, investment and construction activities, and areas with high potential, which determines the relative level of prices of land plots of these areas. There are currently no methods of justification categories of country houses from the investment attractiveness of the land. In particular, the methods of calculating the investment attractiveness of the land of the Leningrad region, depending on certain factors. Also there is no classification of cottage settlements in Russia. For this reason, most developers when deciding on the status of one or another country real estate have their own opinion about certain attributes of the village. This article offers a rationale for the connection between the category of suburban housing and investment appeal of the activities of the land. This study presents the factors investment attractiveness land and the main features determining the identity of one or other of cottage settlements tothe economy or premium classes.
10.18720/CUBS.30.3
69
suburban construction
investment project
investment attractiveness
land
cottage development
categories of suburban housing
the business plan of cottage settlement
https://unistroy.spbstu.ru/article/2015.30.3/
3_dunaevskaya_30.pdf
RAR
RUS
64-69
Orlovich
Boleslavovich
West Pomeranian University of Technology Szczecin
orlowicz@mail.ru
al. Piastów 17, 70-310 Szczecin, Poland
Glomb
Joseph
Polska Akademia Nauk
akademia@pan.pl
Plac Defilad 1 Skrytka Pocztowa 24, 00-901 Warszaw, Poland
Some observations about the current role of scientists and engineers in construction
Contemporary realities dictate engineers and scientists need to go beyond their specialized knowledge and the acquisition of interdisciplinary thinking. Instead of asking "how to make/calculate the object", you must ask the question "how to create the object", and then base as a purely technical solutions and rational solutions for the integration of its creation in the existing "cultural landscape", as well as the study of solutions for its adaptation in the last transformation in the future. Technocrat yesterday - is a man versed in the technique, now – is a public figure with a broad outlook.
10.18720/CUBS.30.4
69
scientific and engineering activity
the role of contemporary engineer and scientist
philosophical aspects of the development of new technologies
interdisciplinary thinking
the problems of contemporary construction design
https://unistroy.spbstu.ru/article/2015.30.4/
4_orlovich_30.pdf
RAR
RUS
70-80
Povzun
Anastasiia
Peter the Great St. Petersburg Polytechnic University
triksi_04@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
Buzun
Nikita
Peter the Great St. Petersburg Polytechnic University
+7 (921) 862 1490
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
Zimin
Sergej
Peter the Great St. Petersburg Polytechnic University
zimin_sergei@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
Wind load on buildings and structures
In this article, the main aspects of determination of wind loads on buildings and constructions, and in particular, the wind action are considered. The character and nature of the wind load and calculation methods have been investigated. The article analyzes several ways of determination of wind effect. Calculation in accordance with prevailing regulations, wind tunnel tests and mathematical modeling of wind action are used in practical field. Therefore, the possibility of computational simulation of such loads and verifying of received results should be marked as an actual issue. The task of further develop of the method of wind effect calculation using computer simulation is formulated.
10.18720/CUBS.30.5
69
wind load
loads and actions
mathematical simulation,numerical wind model
aerodynamic test
aerodynamic loads
https://unistroy.spbstu.ru/article/2015.30.5/
5_povzun_30.pdf
RAR
RUS
81-97
Ioskevich
Anton
Peter the Great St. Petersburg Polytechnic University
anton-ioskevich@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
Savchenko
Alexey
Peter the Great St. Petersburg Polytechnic University
ya.int@yandex.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
Egorova
Evgeniya
Peter the Great St. Petersburg Polytechnic University
egorovaes@hotmail.com
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
Ioskevich
Vasiliy
St. Petersburg State University of Architecture and Civil Engineering
lvasily95@gmail.com
2-nd Krasnoarmeiskaya st. 4, St.Petersburg, 190005, Russia.
Polyanskikh
Mark
Peter the Great St. Petersburg Polytechnic University
don12850@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
Pulsation effects of wind to the antenna mast structures in software SCAD Office
The article is devoted to the calculation of antenna mast structures (AMS) using two different methodologies of adding pulsation wind load. The first method is implements the static theory of inertial loads applications. The second method a decomposition technique in vibrational mode (linear spectral theory), implemented in software SCAD Office. Analysis is performed on the requirements and recommendations contained in the current technical literature about communication structures. Comparison of the regulations of domestic and foreign standards by calculation of high constructions concerning directions of a wind and combinations of loadings which are necessary for considering at calculation of antenna mast structure (AMS) is executed. The calculation by two techniques for the two most common types of antenna mast structures (communication mast and communication tower) is performed in SCAD Office, and a comparison of results is made.
10.18720/CUBS.30.6
69
spatial metal structures
finite element method
SCAD Office
antenna-mast construction
wind loads
pulsation effects of wind
https://unistroy.spbstu.ru/article/2015.30.6/
6_ioskevich_30.pdf
RAR
RUS
98-110
Bondarev
Aleksey
Donbas National Academy of Civil Engineering and Architecture
bondarev_a_b_rus@mail.ru
2, Derzhavin str., Makiyivka, Donetsk region, Ukraine, 86123
Deviations in assembly hinged-rod metal coating
Brief overview of previous studies and the results of the deviations and defects arising in metal structures at different stages of the life cyclearecarried outin this paper. Calculations ofaccuracy of statistical methods and analysis of resultsare performed.Possible deviationsareassembly pivotally-core cylindrical shell span of 42 m, with a boom lift of 7.5 m. Author used a computer program Computing system "Computer complex dimensionalanalysis rod structures" (VC DARS) for calculation accuracy. The article discusses the longitudinal and transverse flow diagram of cylindrical shell assembly coatings. Analysis of the results implemented on the situation nodes and rods in space relative to their design values. The developed a computer program for the author's personal computer implements the calculation of spatial dimensional chain master links with several statistical methods. The resulting calculation of the probability of deviation indicatesthe need for structural measures to ensure the collection of the coating. Designs web interface and mounting method coatings provide his collection without assembly effortproposed by the author and protected by patents. In addition, the use of the proposed solutions will increase the carrying capacity of coatings, vitality, and reduce the complexity collection assembly. Reduction of labor input assembly coatings is achieved through the "active management" build process. Obtained using VC DARS deviations can serve as a basis for evaluating the stress-strain state of coatings, taking into account deviations.
10.18720/CUBS.30.7
69
large-span spatial covers
structural shell
mounting state
assembly forcing mathematical modeling of the assembly
assembly faults
semi-active control assembly
https://unistroy.spbstu.ru/article/2015.30.7/
7_bondarev_30.pdf
RAR
RUS
111-128
Ramazanov
Artem
Peter the Great St. Petersburg Polytechnic University
artem.ramazanov1994@yandex.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
Badaeva
Anna
Peter the Great St. Petersburg Polytechnic University
ivanmaria@yandex.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
Lanin
Ebgeny
Peter the Great St. Petersburg Polytechnic University
streetset@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
Alnashash
Tarek Ahmad
Peter the Great St. Petersburg Polytechnic University
tareq.nashash@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
Soil-concrete in a foundation construction
This paper investigates the building material for the construction of foundations, such as soil-concrete. This article is intended to aid in selecting building materials with the lowest cost of construction of the foundation. Application of soil-concrete in the manufacture of construction products and allows providing high technical and economic efficiency and sustainable technology, thus expanding the raw material base construction as a whole.The paper considers the composition of soil-concrete mixtures,strength quality soil-concrete, soil-concrete requirements for the construction of foundations, as well as types of soil-concrete foundations. In thispaper the comparison with two soil-concrete building materials such as concrete (sand concrete) and concreteis made. Comparison held technical and price criteria. Will be performed an estimate calculation for the construction cost of the foundation of the three types of material, in order to understand what the building material is advantageous to use.
10.18720/CUBS.30.8
69
soil-concrete
foundation
concrete
sand concrete
concrete
soil
preparation of soil-concrete
foundation
soil-concrete structure
https://unistroy.spbstu.ru/article/2015.30.8/
8_ramazanov_30.pdf
RAR
RUS
129-142
Khodakov
Artem
Peter the Great St. Petersburg Polytechnic University
tyomadeparis@gmail.com
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
Tochenyy
Maksim
Peter the Great St. Petersburg Polytechnic University
maxtocheny@gmail.com
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
Belyaeva
Svetlana
Saint-Petersburg State Polytechnical University
sbelaeva@gmail.com
Russia, 195251, St.Petersburg, Polytechnicheskaya, 29
Nikonova
Olga
Peter the Great St. Petersburg Polytechnic University
olganikonova@yandex.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
Pakrastinsh
Leonids
Riga Technical University
leonids.pakrastins@rtu.lv
1 Kalku Street, Riga LV-1658, Latvia
Features of using the Russian State Standards and the Eurocodes for the protection and repair of concrete structures
One of the main deterioration reasons of concrete structures is the corrosion. It is the result of poor construction maintenances. Unsatisfactory diagnosis of defects' causes and no fracture control of concrete structures and also incorrect repair specifications and incorrect materials and techniques selecting for the repair inevitably lead to the concrete structures' deterioration. Every country is developing the national standards for using as manuals for the protection and repair of concrete structures against corrosion to avoid these negative factors. The article is dedicated to the comparative analysis of the harmonized Russian state standards and Eurocodes for the protection and repair of concrete structures against corrosion.
10.18720/CUBS.30.9
69
concrete
European standards
repair
protection
concrete corrosion
https://unistroy.spbstu.ru/article/2015.30.9/
9_khodakov_30.pdf
RAR
RUS
143-151
Maier
Valentina
Peter the Great St. Petersburg Polytechnic University
valusha.luna@gmail.com
Akhatuly
Alisher
Peter the Great St. Petersburg Polytechnic University
akhatuly_alisher@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
Alzhanova
Raushan
Peter the Great St. Petersburg Polytechnic University
alzhanova03@gmail.com
Ptuhina
Irina
Peter the Great St. Petersburg Polytechnic University
irena_ptah@mail.ru
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
Optimal type of pile joint in consideration of main characteristics
Pile foundations are generally used in soft ground conditions, and in high-rise construction it is necessary to use precast piles with length more than 12 meters. There are a lot of pile joint types and it is difficult to define which one is optimal. In this article welded, bolted, socket and pin types of joints are described. With next characteristics: economic efficiency, service life, working hours and number of workers comparison is conducted. It was based on method of multi-criteria alternatives. In conclusion approvedthat pin type joint is optimal.
10.18720/CUBS.30.10
69
pile
pile foundations
precast piles
pile joints
piling methods
https://unistroy.spbstu.ru/article/2015.30.10/
10_mayer_30.pdf
RAR
RUS
152-165
Sovetnikov
Daniil
Peter the Great Saint Petersburg Polytechnic University
sovetnikov.daniil@gmail.com
Polytechnicheskay, 29
Videnkiov
Nikita
Peter the Great St. Petersburg Polytechnic University
xnickid@gmail.com
Trubina
Darya
Peter the Great St. Petersburg Polytechnic University
d.trubina@inbox.ru
Light gauge steel framing in construction of multi-storey buildings
Nowadays light gauge steel framing (LGST) is widely used in construction of buildings and structures all around the world. In Russia erection of such buildings is implemented but until recently was limited only as construction of low-rise buildings. Mostly it is because of absence of single regulatory framework and standards of LGST production, enough experience of construction these buildings.In this article technology of multistory buildings construction is considered, also possible construction solutions are suggested on the base of existing projects. Comparison between LGST and other materials, which are used as frame structures, is provided. Main advantages and disadvantages of using LGST in multistory constructing are identified.
10.18720/CUBS.30.11
69
light gauge steel framing
LGST
multistory housing
steel framework
frame construction
https://unistroy.spbstu.ru/article/2015.30.11/
11_soventikov_30.pdf
RAR
RUS
166-174
Diagilev
Georgiy
Peter the Great St. Petersburg Polytechnic University
gdiagilev@gmail.com
29 Politechnicheskaya St., St. Petersburg, 195251, Russia
Pulkovo Airport terminal hall steel structure
The first stage of Pulkovo International Airport new terminal hall was put into operation in 4th December 2013. The second stage after complete transfer of the operations from the old Pulkovo-1 and Pulkovo-2 terminals will begin in early 2015. The striking new roof of the terminal building has beendesigned to accommodate the varied extremes of the Russian climate. It has been conceived in modular bays, expressive structural 'trees' being positioned such that it can support the weight of standing snow experienced in the winter months. Steel structures constitute a roof of the terminal hall, while supporting structures are made from reinforced concrete. Report describes the architecture, structure geometry, static scheme and main characteristics. Two independent calculations were compared and bearing capacity of the roof was checked.
10.18720/CUBS.30.12
69
airport terminal
airport Pulkovo
terminal hall
steel planar trusses
roofing system
long span trusses
https://unistroy.spbstu.ru/article/2015.30.12/
12_diagilev_30.pdf
RAR
RUS
175-187
Kuznetsova
Anna
Peter the Great St. Petersburg Polytechnic University
aok.kuznetsova@gmail.com
Novikov
Maksim
Peter the Great St. Petersburg Polytechnic University
maximnn1720@gmail.com
Kuliev
Ruslan
Peter the Great St. Petersburg Polytechnic University
rus-kuliev@yandex.ru
Benefits of houses from round logs
Modern construction is actively developing. Therefore, it becomes difficult for many people to "breathe" in cramped conditions and they leave the countryside to live in private homes. The article touched on the actual topic of the moment - the construction of houses made of logs. Fans of ancient Russian traditions should certainly give preference to homes made of logs.It is this kind of wooden building reminds us of the traditional wooden cabins, which from time immemorial our ancestors lived. And it gives the houses made of logs unique flavor reflects genuine Russian spirit and creates a wonderful atmosphere of unity with nature. Round logs undergoes minimal processing, providing high ecological this building material. Also reduces installation time and improves the quality of home construction. Authors tasked with identifying benefits calibrated timber in the construction of buildings.
10.18720/CUBS.30.13
69
logs
vacation home
ecology
pine
dignity
https://unistroy.spbstu.ru/article/2015.30.13/
13_kuznetsova_30.pdf
RAR
RUS
188-208
Lanko
Aleksandr
Peter the Great St. Petersburg Polytechnic University
lanko1aleksandr@yandex.ru
56297902900
0000-0003-2842-4633
Ulybin
Alexey Vladimirovich
OZIS-Venture LLC
ulybin@mail.ru
St. Petersburg, Russian Federation
Radchenko
Artem
Saint-Petersburg Polytechnic University
radchenkoartyom@rambler.ru
29 Polytechnicheskaya st., St.Petersburg, 195251, Russia
Methodology for a preliminary assessment of feasibility of investing in the small basements
The article suggests a method of economic advisability calculation of purchase and reconstruction basement-level rooms without application of expensive technologies and equipment. The method includes estimation of structural elements physical wear-out of the building by means of visual overview, preliminary possibility evaluation and penetration cost, building of additional exit. Special attention is given to construction of additional exit. The article suggests a fast and, more importantly, a cheap method of calculation advisability of investing in basement-level rooms with area up to 100 m2 and more. The method is especially recommended to investors, who participate in real estate auctions, when the number of real estate objects to let is big, while the time frame is tough. In such case, it is suggested that the investor applied as cheap and fast method to calculate advisability of investment as possible. It is important to stress that the method suggested in this article is only a method of preliminary calculation; it allows investors to roughly assess investment attractiveness of a room, and to select rooms that require to be surveyed further.
10.18720/CUBS.30.14
69
investments
economic advisability
basement
building reconstruction
physical wear-out
penetration
https://unistroy.spbstu.ru/article/2015.30.14/
15_lanko_30.pdf