Table of contents
I.L. SHUBIN, Corresponding Member of RAACS, Doctor of Sciences (Engineering), Director of NIISF RAACS, (niisf@niisf.ru),
V.I. RIMSHIN, Corresponding Member of RAACS, Doctor of Sciences (Engineering), Head of Institute of City Development, NIISF RAACS
A.G. SOKOLOVA, Candidate of Sciences (Engineering), Head of Methodical Section of Institute of City Development, NIISF RAACS
Research Institute of Building Physics of Russian Academy of Architecture and Construction Sciences
(21, Lokomotivny Passage, 127238, Moscow, Russian Federation)
Priority Attention to the Staff Training of Construction Industry
The situation with training and retraining of engineering staff in construction and housing and utility branches is considered. The developed structure for
management of waste of production and consumption, solid domestic waste including, is analyzed. The programs of training and retraining of engineering staff
associated with the deep processing of construction waste after the overhaul and reconstruction of buildings and facilities with the use of knowledge intensive
Russian innovative technologies are proposed. Attestation-analytical measures with the purpose to present the address card of staff availability in the form
of professional skill competition with the use of accumulated positive experience are proposed. An objective analysis of educational programs proposed by
employers in accordance with the system of professional standards and actuality of introduction of electronic training complexes and remote technologies is
made. Prospective ways for introducing innovative knowledge-intensive developments in the educational process are proposed.
Keywords: staff, address card of staff availability, green construction, additional professional education, professional standards, reconstruction, renovation.
For citation: Shubin I.L., Rimshin V.I., Sokolova A.G. Priority attention to the staff training of construction industry. Zhilishchnoe Stroitel’stvo [Housing Con-
struction]. 2017. No. 10, pp. 3–5. (In Russian).
References
1. Telichenko V.I., Rimshin V.I. Critical technologies in
construction. Vestnik Otdelenija stroitel’nyh nauk Rossijskoj
akademii arhitektury i stroitel’nyh nauk. 1998. No. 4,
рр. 16–18. (In Russian).
2. Krishan A.L., Troshkina E.A., Rimshin V.I., Rahmanov V.A.,
Kurbatov V.L. Load-Bearing Capacity Of Short Concrete-
Filled Steel Tube Columns Of Circular Cross Section.
Research Journal of Pharmaceutical, Biological and
Chemical Sciences. 2016. V. 7. № 3, рр. 2518–2529.
3. Rimshin V.I. Housing-and-municipal reform of the modern
cities. BST: Bjulleten’ Stroitel’noj Tehniki. 2005. No. 6,
рр. 12–13. (In Russian).
4. Bondarenko V.M., Rimshin V.I. Construction science – the
directions of development. Stroitel’nye Materialy [Construction
materials]. 1998. No. 4, рр. 2–5. (In Russian).
5. Rimshin V.I., Raevskaya A.V. About the prospects of
development of industrial science and technology parks
and construction clusters. Nedvizhimost’: Ekonomika,
Upravlenie. 2016. No. 2, pp. 64–68. (In Russian).
6. Shubin I.L., Zaitsev Y.V., Rimshin V.I., Kurbatov V.L.,
Sultygova P.S. Fracture Of High Performance Materials Under
Multiaxial Compression And Thermal Effect. Engineering
Solid Mechanics. 2017. V. 5. No. 2, рр. 139–144.
7. Korotaev S.A., Kalashnikov V.I., Rimshin V.I., Erofeeva I.V.,
Kurbatov V.L. The Impact Of Mineral Aggregates On The Thermal
Conductivity Of Cement Composites. Ecology, Environment
and Conservation. 2016. V. 22. No. 3, рр. 1159–1164.
8. Erofeev V., Karpushin S., Rodin A., Tretiakov I., Kalashnikov V.,
Moroz M., Smirnov V., Smirnova O., Rimshin V., Matvievskiy
A. Physical And Mechanical Properties Of The Cement Stone
Based On Biocidal Portland Cement With Active Mineral
Additive. Materials Science Forum. 2016. V. 871, рр. 28–32.
9. Erofeev V.T., Zavalishin E.V., Rimshin V.I., Kurbatov V.L.,
Stepanovich M.B. Frame Composites Based On Soluble
Glass. Research Journal of Pharmaceutical, Biological and
Chemical Sciences. 2016. V. 7. No. 3, рр. 2506–2517.
10. Ten V. Task for tomorrow. Stroitel’naja Gazeta. 2017. No. 30
(10457), рр. 14–15. (In Russian).
V.V. BUZYREV
1
, Honored Science Worker of the Russian Federation, Doctor of Sciences (Economics);
A.V. VLADIMIROV
2
, Doctor of Sciences (Economics) (ideal_ideal@mail.ru); A.V. BUZYREV3, Candidate of Sciences (Economics)
1 Saint-Petersburg State University of Economics (21, Sadovaya Street, 191023, St. Petersburg, Russian Federation)
2
North-West Institute of Management, branch of the Russian Presidential Academy of National Economy and Public Administration
(57/43, Sredniy prospect, Vasilyevsky Island 199178, Saint-Petersburg, Russian Federation)
3 Saint-Petersburg State University of Architecture and Civil Engineering (4, 2-ya Krasnoarmeiskaya Street, 190005, Saint-Petersburg, Russian Federation)
Accelerating the Solution of Housing Problem in Regions of the Russian Federation
on the Basis of Implementation of Innovations in Construction
The data on the volume of housing construction in the cities of Yekaterinburg and Saint-Petersburg in comparison with other cities of the Russian Federation as
well as the basic principles of cluster policy, when solving the housing problem, are presented. It is shown that the successful development of such clusters is
inextricably linked with the development of infrastructure conducive to strengthening the coherence both of internal and inter-market spaces. Main principles of
cluster policy in housing construction of regions are revealed on the basis of the positive experience of precast panel housing construction in Western Europe,
China, and the USSR. Obvious backwardness of the existing technological level from the developed countries of more than half of domestic operating house-
building factories loaded less than half of their production capacity is substantiated. Distinctive parameters of the formation and realization of the regional cluster
building policy, industrial housing construction on the innovative base comparing with the traditional industrial and construction policy are revealed.
Keywords: urban development, spatial organization, region, cluster approach, innovation, spatial organization of construction, housing, efficiency, industrial
panel-frame housing, flexible housing technology.
For citation: Buzyrev V.V., Vladimirov A.V., Buzyrev A.V. Accelerating the solution of housing problem in regions of the Russian Federation on the basis of
implementation of innovations in construction. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 10, pp. 6–10. (In Russian).
References
1. Buzyrev V.V., Selyutina L. G. Gilishnaya problema I puti
resheniya [The housing problem and its solutions in modern
conditions]. Saint Petersburg: SPbGEU. 2013. 335 p.
2. Tsitsin K.G. Power effective technologies – the future of
housing construction. Effektivnoe Antikrizisnoe Upravlenie.
2013. No. 2 (77), рp. 50–51. (In Russian).
3. Korchagina O.A. Ostrovskaya A.A. Yudina O.A. Ilyasova
O.I. «Green» construction. Components of Scientific and
Technological Progress. 2013. No. 3 (18), рp. 42–45. (In Russian).
4. Danilov S.I. Aktivny, because passive and clever. Initsiativy
XXI veka. 2011. No. 4–5, рp. 72–83. (In Russian).
5. Remizov A.N. On Stimulation of Environmentally Sustainable
Architecture and Building. Zhilishhnoe Stroitel’stvo [Housing
Construction]. 2014. No. 3, рp. 41–43. (In Russian).
6. Blazhko V.P., Granik M.Yu. Flexible bazaltoplastikovy
communications for application in three-layer panels of
external walls. Stroitel’nye Materialy [Construction Materiаls].
2015. No. 5, pp. 56–57. (In Russian).
7. Esaulov G.V. Sustainable architecture as a design paradigm (the
question of definition) «Sustainable Architecture: Present and
Future». Papers of the International Symposium. 17–18 November
2011. Papers of the Moscow Architectural Institute (State Academy)
and the group Knauf CIS. Moscow: 2012, pp. 22–25. (In Russian).
8. Remizov A.N. Аrchitecture and Eco-sustainability –
Complexity of Relationship. Zhilishhnoe Stroitel’stvo
[Housing Construction]. 2015. No. 1, рp. 45–48. (In Russian).
9. Usmanov Sh.I. Formation of economic strategy of development
of industrial housing construction in Russia. Politika,
Gosudarstvo i Pravo. 2015. No. 1 (37), pp. 76–79. (In Russian).
10. Tatarkin AI The new industrialization of Russia’s economy: the
need to develop and challenges of time. Economicheskoye
Vozrogdenie Rossii. 2015. No. 2 (44), pp. 20-31. (In Russian).
L.A. SAKMAROVА, Candidate of Sciences (lara.sakmarova@mail.ru), M.A. BAKHMISOVA, Bachelor
I.N. Ulianov Chuvash State University (15, Moskovsky Avenue, Cheboksary, Chuvash Republic,428015, Russian Federation)
Application of BIM-Technologies in Educational Environment on the Example of the Construction Faculty
of the Chuvash State University
One of the present trends in the development of education is the computerization of the educational process. The use of computer-aided systems (CAD) allows
students to simpler and quicker master the basic fundamentals of computer graphics, more consciously approach to their study. At present, architectural-
construction higher educational establishments, realizing the level training, reduce the number of hours for engineering-graphical disciplines without reducing
graphic works and sections of disciplines studied. The competences are aimed at the interdisciplinary interaction of common professional and special disciplines.
An analysis of perspective inter-disciplinary connections has been made concerning the disciplines “Computer and graphic methods of design” and “Architecture
of buildings” realized at the Chuvash State University. The article analyzes the Autodesk Revit as a program that realizes principles of BIM-technologies in
architectural-construction design and designing a large-panel building of 1.090 series. The application of BIM technologies significantly facilitates the work
of designers and constructors and improves the quality of design and cost estimation documentation at times, thus optimizing the terms of the project and its
implementation.
Keywords: system of training of modern and competent staff, BIM-technologies, computerization of educational process, inter-disciplinary ties, engineering
and computer graphic, computer and graphical methods of design, architectural-construction design, architecture of buildings, large-panel industrial building,
CAD, Autodesk Revit.
For citation: Sakmarovа L.A., Bakhmisova M.A. Application of BIM-technologies in educational environment on the example of the construction faculty of the
Chuvash state university. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 10, pp. 11–17. (In Russian).
References
1. Sakmarova L.A. The activity-competence approach in
conditions of transition to a multi-level system for the training
of graduates of the profile «Design of Buildings». Vestnik
Chuvashskogo Universiteta. 2011. No. 4 (2010), pp. 171–175.
(In Russian).
2. Sakmarova L.A. Specificity of training graduates of the
specialty «Designing Buildings». Vestnik Chuvashskogo
Universiteta. No. 2 (2011), pp. 270–275. (In Russian).
3. Sakmarova L.A. Tests as a means of programmed learning
and assimilation of educational material. Actual problems
of the construction and road complexes. Materials of the
International Scientific and Practical Conference (Yoshkar-
Ola, June 4–6, 2013). Yoshkar-Ola: PSTU, 2013, pp. 10–14.
(In Russian).
4. Bakhmisova M.A. Architectural Design in the Renga
Architecture System. Innovative Technologies in Education
and Science: Proceedings of the International Scientific and
Practical Conference. Cheboksary: TsNS «Interaktiv plyus»,
2017, pp. 17–19. (In Russian).
5. Sakmarova L.A. Problems of formation of the pre-university
system of continuous architectural and building education.
University education: a collection of articles of the
XVI International Scientific and Methodological Conference.
Penza: PGU, 2012, pp. 325–326. (In Russian).
6. Sokolov N.S. Determination of the load-bearing capacity
of boring injection piles – RITs with formed bearings.
Materials of the 7th All-Russian (1st International) Conference
«New in Architecture, Design of Building Structures and
Reconstruction» (NASKR-2012). Cheboksary: Chuvash
State University, 2012, pp. 289–292. (In Russian).
7. Sokolov N.S., Viktorova S.S., Fedorova T.G. Piles of
high bearing capacity. Materials of the 8th All-Russian
(2nd International) conference «New in architecture, design
of building structures and reconstruction» (NASKR-2014).
Cheboksary: Chuvash State University, 2012, pp. 411–415.
(In Russian).
8. Sokolov N.S., Petrov M.V., Ivanov V.A. Problems of
calculating drilling-injection piles manufactured using
discharge-impulse technology. Materials of the 8th All-Russian
(2nd International) conference «New in architecture, design
of building structures and reconstruction» (NASKR-2014).
Cheboksary: Chuvash State University, 2014, pp. 415–420.
(In Russian).
9. Sokolov N.S., Viktorova S.S., Smirnova G.M., Fedoseeva I.P.
Buroinjection pile-ERT as a buried reinforced concrete
structure. Stroitel’nye Materialy [Construction Materials],
2017, No. 9, pp. 47–49. (In Russian).
10. Sokolov N.S., Viktorova S.S. Research and development
of a discharge device for the production of a drill pile).
Vestnik Chuvashskogo Universiteta. 2017. No. 3, pp. 45–57.
(In Russian).
При выборе фасадной керамической плитки в первую очередь следует убедиться в ее соответствии требованиям государственного
стандарта. Требования определяют не только долговечность покрытия, но и технологичность плитки, иными словами — удобство
использования. Показано, какие параметры ГОСТ 13996–93 «Плитки керамические фасадные и ковры из них. Технические условия»
наиболее важны для работы с плиткой и почему.
A.N. KORSHUNOV, Deputy General Director for Science (papadima53@yandex.ru)
AO “Kazan GIPRONIIAVIAPROM” (1, Dementieva Street, 420127, Kazan, Republic of Tatarstan, Russian Federation)
Renovation Program is an Opportunity to Improve the Quality of Housing for Moscow Residents
A design block of large-panel housing construction is considered. The universal system of large panel housing construction with a narrow pitch is proposed as
a base system for large-panel construction factories of Moscow. The system has multi-variant layout of flats with various combinations in the base design of the
block-section as well the module principle of designing new block-sections on the basis of existing ones, the mechanism of transiting the basic block-section
from narrow pitch to a wide pitch without pre-stressing. An advantage of its using in the planned Moscow program for housing renovation and resettlement from
dilapidated five-story houses is shown.
Keywords: renovation, panel houses, universal system of large-panel housing construction, base block-section, function of increasing or reducing of room
length, thee-span covering, function of increasing of room width, free layout, universal system.
For citation: Korshunov A.N. Renovation program is an opportunity to improve the quality of housing for moscow residents. Zhilishchnoe Stroitel’stvo [Housing
Construction]. 2017. No. 10, pp. 20–25. (In Russian).
References
1. Korshunov A.N. Design «Universal System of Large-
Panel Housing Construction» for Construction in Moscow.
Panel Houses Can Be Both Social and Elite Housing.
Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017.
No. 5, pp. 11–15. (In Russian).
2. Tikhomirov B.I., Korshunov A.N. The line of bezopalubochny
formation – efficiency plant with flexible technology.
Stroitel’nye Materialy [Construction Materials]. 2012. No. 4,
pp. 22–26. (In Russian).
3. Nikolaev S.V. Panel and Frame Buildings of New Generation.
Zhilishchnoe Stroitel’stvo [Housing Construction].
2013. No. 8, pp. 2–9. (In Russian).
4. Tikhomirov B.I., Kites A.N, Shakirov R.A. Universal system
of large-panel housing construction with multiple plannings
of apartments and their various combinations in a basic
design of block section. Zhilishchnoe Stroitel’stvo [Housing
Construction]. 2012. No. 4, рр. 13–20. (In Russian).
5. Korshunov A.N. Design «Universal system of large-panel
housing construction» in business chain: developer –
designer – large-panel prefabrication plant. Zhilishchnoe
Stroitel’stvo [Housing Construction]. 2017. No. 3, pp. 10–17.
(In Russian).
6. Patent RF 2511327. Krupnopanel’noe zdanie [Largepanel
building]. Tikhomirov B.I., Korshunov A.N. Declared
20.02.2012. Published 10.04. 2014. Bulletin No. 10.
(In Russian).
7. Tikhomirov B.I. Combination of Narrow and Wide Pitches
of Cross Bearing Walls in a Large Panel Block-Section.
Zhilishchnoe Stroitel’stvo [Housing Construction]. 2016.
No. 10, pp. 6–12. (In Russian).
8. Patent RF for useful model №140512. Konstruktsiya
utepleniya naruzhnykh sten krupnopanel’nogo zdaniya
[Design of winterization of external walls of the largepanel
building]. Tikhomirov B.I., Korshunov A.N. Declared
25.12.2013. Published 10.05.2014. Bulletin No. 13.
9. Tikhomirov B.I., Korshunov A.N. Innovative Universal
System of Large-Panel House Building with a Narrow
Spacing. Zhilishchnoe Stroitel’stvo [Housing Construction].
2015. No. 5, pp. 32–40. (In Russian).
10. Patent RF 124272. Krupnopanel’noe zdanie [Largepanel
building]. Tikhomirov B.I., Korshunov A.N. Declared
20.02.2012. Published 20.01.2013. Bulletin No. 2.
(In Russian).
11. Tikhomirov B.I., Korshunov A.N. Improvement of Conditions
of Insolation of Residential Buildings during Development
of Construction Site. Zhilishchnoe Stroitel’stvo [Housing
Construction]. 2013. No. 3, pp. 16–20. (In Russian).
Results of the Educational Tour of 2017. Finland. Precast Reinforced Concrete (Information).. . . . . 26
V.A. VLASOV, Doctor of Sciences (Physics and Mathematics), V.A. KLIMENOV, Doctor of Sciences (Engineering),
S.N. OVSYANNIKOV, Doctor of Sciences (Engineering), V.N. OKOLICHNY, Candidate of Sciences (Engineering) (okolichnyi@mail.ru),
I.V. BALDIN, Candidate of Sciences (Engineering)
Tomsk State University of Architecture and Building (21, Solyanaya Square, Tomsk, 634003, Russian Federation)
Experience in Application of Sleeve Joints in Prefabricated House Building System CUPASS
The article analyses the results of experimental studies of field nodes in the main load-bearing elements of the frame universal prefabricated architectural-building
system CUPASS, as well as a full-scale fragment of the building-representative. Nodes of the main bearing elements of CUPASS system are assembled with
the use of crimp couplings which have so far being used in monolithic housing construction. In the process of experimental studies, crimp equipment and modes
of compression have been chosen, as well as efforts, deformations and displacement of the frame elements arising in the process of couplings compression
have been determined. Experimental studies of structural nodes collected at the fittings for static and dynamic loading showed their high load-bearing capacity
and crack resistance at the stage of installation and in the process of operation, made it possible to determine the actual ductility of crimped connections and
bonded joints of the structures. Research in a full-scale fragment of the building made it possible to perfect the technology of assembly of joints and confirmed the
reliability and high bearing capacity of couplings of basic units of structures. The developed new earthquake resistant frame universal prefabricated architectural-
building system CUPASS can be used in areas with an estimated seismicity up to 7 points inclusive without application of the seismic isolation system.
Keywords: residential buildings, public buildings, frame universal earthqua earthquake resistant frame system, housing construction, seismic isolation, nodes
of structure, crimp couplings, coupling nodes.
For citation: Vlasov V.A., Klimenov V.A., Ovsyannikov S.N., Okolichny V.N., Baldin I.V. Experience in application of sleeve joints in prefabricated house build-
ing system CUPASS. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 10, pp. 28–34. (In Russian).
References
1. Nikolaev S.V., Schreiber A.K., Atenco V.P. Panel-frame houses –
a new stage of development efficiency KPD. Zhilishhnoe Stroitel’-
stvo [Housing Construction], 2015. No. 2, pp. 3–7. (In Russian).
2. Nikolaev S.V. The Revival of large-panel housebuildingtion
in Housing. Zhilishhnoe Stroitel’stvo [Housing Construction],
2012. No. 4, pp. 2–8. (In Russian).
3. Ovsyannikov S.N., Semeniuk P.N., Ovsyannikov A.N.,
Okolichnyi V.N. Spatial, structural and engineering solutions
universal frame of prefabricated architectural building
system. Zhilishhnoe Stroitel’stvo [Housing Construction],
2017. No. 6, pp. 41–45. (In Russian).
4. Posobie po proektirovaniyu zhilykh zdanii. Vyp. 3. Konstruktsii
zhilykh zdanii (k SNiP 2.08.01–85) [A manual for design of
residential buildings. Vol. 3. Design of residential buildings
(to SNiP 2.08.01–85)]. Moscow: Stroyizdat, 1989. 304 p.
5. Kolchedantsev L.M., Scherbakov S.V. The Complexity
of welding in panel construction. Zhilishhnoe Stroitel’stvo
[Housing Construction], 2017. No. 3, pp. 22–24. (In Russian).
6. Kireeva E.I. Large-Panel building with a loop to connect
blocks change designs. Zhilishhnoe Stroitel’stvo [Housing
Construction], 2013. No. 9, pp. 47–51. (In Russian).
7. Рatent RF 2479702. Mnogoetazhnyi panel’nyi dom
povyshennoi stoikosti k udarnym i seismicheskim
vozdeistviyam [Multi-storey panel house high resistance
to shock and seismic impact of Yam]. Blazhko V.P.,
Kharitonova G.V. Declared 16.11.2011. Published
20.04.2013. Bulletein No. 11. (In Russian).
8. Kopanitsa D.G., Savchenko V.I., Danielson A.I., Ustinov A.M.
Results of tests of the couplings of the reinforcing bars in
compression. Papers of International scientific-practical
conference «Science, technical management and
engineering in construction: Status, Prospects», 29–30 April
2016. Karaganda: KarGTU, 2016, pp. 136–138. (In Russian).
9. Osipov S.P., Klimenov V.A., Batranin A.V., Stein A.M.,
Prischepa I.A. The Use of digital radiography and x-ray
compute tomography in the study of building structures
and construction materials. Vestnik Tomskogo Gosudarstvennogo
Arkhitekturno-Stroitel’nogo Universiteta. 2015.
No. 6 (53), pp. 116–127. (In Russian).
10. Klimenov V., Ovchinnikov S., Osipov A., Shtein A., Ustinov A.
and Danilson A. Investigations and Non-destructive Testing
in New Building Design. Iopscience. Journal of Physics:
Conference Series 671 (2016) 012027. IOP Publishing
doi:10.1088/1742-6596/671/1/012027.
11. Baldin I.V., Goncharov M.E., Baldin S.V., Tigay O.Y.
Experimental investigation of joints of precast reinforced
concrete columns of frame building system «CUPASS» the
effect of static loads. Vestnik Tomskogo Gosudarstvennogo
Arkhitekturno-Stroitel’nogo Universiteta. 2015. No. 5 (52),
pp. 64–71. (In Russian).
12. Baldin I.V., Utkin D.G., Baldin S.V. Study of the nodes
coupling the columns and supporting beams of the system
«CUPASS». Vestnik Tomskogo Gosudarstvennogo
Arkhitekturno-Stroitel’nogo Universiteta. 2015. No. 5 (52),
pp. 72–79. (In Russian).
13. Kopanitsa D.G., Danielson A.I., Kaparulin S.L., Ustinov A.M.,
Useinov E.S. Strength and deformability of the joint colonn frame
structural system «CUPASS» action-pepper dynamic loads.
Vestnik Tomskogo Gosudarstvennogo Arkhitekturno-Stroitel’-
nogo Universiteta. 2015. No. 5 (52), pp. 51–56. (In Russian).
14. Kopanitsa D.G., Kaparulin S.L., Danielson A.I., Useinov E.S.,
Ustinov A.M. Deformation of the joints of columns with beams
under shock loading. Papers of International scientificpractical
conference «Science, technical management and
engineering in construction: Status, Prospects», 29–30 April
2016. Karaganda: KarGTU, 2016, pp. 131–133. (In Russian).
15. Kopanitsa D.G., Kaparulin S.L., Danielson A.I., Ustinov A.M.,
Useinov E.S., Shashkov V.V. Dynamic strength and deformability of the interface of the reinforced concrete
frame. Vestnik Tomskogo Gosudarstvennogo Arkhitekturno-
Stroitel’nogo Universiteta. 2015. No. 5 (52), pp. 57–63.
(In Russian).
16. Rekomendatsii po raschetu karkasov mnogoetazhnykh
zdanii s uchetom podatlivosti uzlovykh sopryazhenii
sbornykh zhelezobetonnykh konstruktsii [Recommendations
on calculation and design of buildings taking into account the
yield of joint mates of precast reinforced concrete structural
designs]. Moscow: OAO ZNIIPromzdanii, 2002. 39 p.
(In Russian).
17. Plevkov V.S., Baldin I.V., Baldin S.V. Reinforced concrete
design of lattice structures under static and transient
dynamic loading using surfaces of relative resistance
on strength. Vestnik Tomskogo Gosudarstvennogo
Arkhitekturno-Stroitel’nogo Universiteta. 2011. No. 2,
pp. 67–78. (In Russian).
18. Ovsyannikov S.N., Okolichnyi V.N., Baldin I.V. Bubis A.A.
Full-scale static and seismic testing of the fragment of the
building, built according to the «CUPASS». Zhilishhnoe
Stroitel’stvo [Housing construction], 2016. No. 10, pp. 37– 42.
(In Russian).
19. Bubis A.A., Petrosyan A.E., Petryashev N.O., Petrashev S.O.
The full-scale dynamic tests on seismic stability of
architectural-construction system CUPASS. Seismostoikoe
Stroitel’stvo. Bezopasnost’ Sooruzhenii. 2016. No. 2,
pp. 13–23. (In Russian).
E.F. FILATOV, Chief Technologist
OOO UK “Bryansk Large Panel Prefabrication Plant” (99A, Rechnaya Street, 241031, Bryansk, Russian Federation)
Structural Features of Three-Layer External Wall Panels with Discrete Constraints
The article presents structural features of three-layer external wall panels with discrete constraints which significantly improved the manufacturability of their
production at the available equipment of the plant, production of thermal efficient enclosing structures providing the heat protection of residential buildings
according to normative requirements. Results of the thermo-technical study of three-layer external wall panels with discrete constraints and results of the
thermovision study of enclosing structures of a multi-flat large-panel residential building are presented.
Keywords: three-layer external wall panels, discrete constraints, thermo-technical indicators.
For citation: Filatov E.F. Structural features of three-layer external wall panels with discrete constraints. Zhilishchnoe Stroitel’stvo [Housing Construction].
2017. No. 10, pp. 35–40. (In Russian).
References
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efficient large-panel protecting designs. Zhilishchnoe Stroitel’stvo
[Housing Construction]. 2014. No. 10, pp. 19–23.
(In Russian).
4. Kovrigin A.G., Maslov A.V., Vald A.A. Factors influencing
on reliability of composite ties used in large-panel housing
construction. Stroitel’nye Materialy [Construction Materials].
2017. No. 3, pp. 31–34. (In Russian).
5. Kovrigin A.G., Maslov A.V. Composite Flexible Bracing
in Large-Panel House Building. Stroitel’nye Materialy
[Construction Materiаls]. 2016. No. 3, pp. 25–30.
(In Russian).
6. Blazhko V.P., Granik M.Yu. Flexible bazaltoplastikovy
communications for application in three-layer panels of
external walls. Stroitel’nye Materialy [Construction Materiаls].
2015. No. 5, pp. 56–57. (In Russian).
7. Nikolaev S.V., Shreiber A.K., Etenko V.P. Panel and frame
housing construction – a new stage of development of
efficiency. Zhilishchnoe Stroitel’stvo [Housing Construction].
2015. No. 2, pp. 3–7. (In Russian).
8. Tikhonov I.N., Meshkov V.Z., Zvezdov A.N., Savrasov I.P.
Efficient reinforcement for reinforced concrete structures
of buildings designed with due regard for impact of special
loads. Stroitel’nye Materialy [Construction materials]. 2017.
No. 3, pp. 39–45. (In Russian).
9. Yarmakovskii V.N. Energy-resources-saving under manufacturing
at the elements of structural-technological building
systems, their rising and exploitation. Stroitel’nye Materialy
[Construction Materials]. 2013. No. 6, pp. 1–3. (In Russian).
10. Belyaev V.S., Granik Yu.G., Sailors Yu.A. Energoeffektivnost
and heat-shielding of buildings [Jenergojeffektivnost’ i
teplozashhita zdanij]. Moscow: ASV, 2012. 396 p.
11. Nikolaev S.V. The Revival of house-building factories in the
domestic equipment. Zhilishchnoe Stroitel’stvo [Housing
Construction]. 2015. No. 5, pp. 4–8. (In Russian).
12. Gagarin V.G., Dmitriyev K.A. Accounting of heattechnical not
uniformity at assessment of a heat-shielding of the protecting
designs in Russia and the European countries. Stroitel’nye
Materialy [Construction Materials]. 2013. No. 6, pp. 14–16.
(In Russian).
13. Filatov E.F. Reduction in Material Consumption of Products
of Large-Panel House Prefabrication. Zhilishchnoe
Stroitel’stvo [Housing Construction]. 2016. No. 10,
pp. 28–33. (In Russian).
I.V. LVOV, Candidate of Sciences (Economics) (liv41@mail.ru)
Chuvash State University named after I.N. Ulianov (15, Moskovsky Prospect, 428015, Cheboksary, Russian Federation)
Innovative Modernization of the Structure of Housing Construction in the Chuvash Republic
under Conditions of New Economy
Housing construction is the main component of the construction industry of Chuvashia. For its development, a solid foundation has been established in the
Republic for the next decade. The Republic is actively carrying out a priority project for the creation of the comfortable environment and landscaping which is in
action since 2017. With due regard for this project, a complex development of territories is carried out on an area of about 2 ths ha with a planned housing stock
of 7 m. m2. It is shown that the Chuvash Republic is actively building the housing of an economic class, introduces projects of areas landscaping. An analysis of
the growth of mortgage lending is presented. It is noted that the volumes of industrial housing construction in the Chuvash Republic remain at a very high level.
Keywords: innovation, modernization, failing housing stock, relocation, mortgage rate, comfortable environment, complex development, mortgage.
For citation: Lvov I.V. Innovative modernization of the structure of housing construction in the Chuvash republic under conditions of new economy. Zhilishch-
noe Stroitel’stvo [Housing Construction]. 2017. No. 10, pp. 41–45. (In Russian).
References
1. Volkov S.V., Volkova L.V. Technical and economic assessment
of organizational and technological schemes of building of
inhabited objects on market indicators. Vestnik Grazhdanskikh
Inzhenerov. 2014. No. 1, pp. 66–73. (In Russian).
2. Antipov D.N. Strategy of development of the enterprises
of industrial housing construction. Problemy Sovremennoi
Ekonomiki. 2012. No. 1, pp. 267–270. (In Russian).
3. Oparina L.A. Taking into Account the energy intensity
of building materials at different stages of the life cycle of
buildings. Stroitel’nye Materialy [Consrtruction Materials].
2014. No. 11, pp. 44–45. (In Russian).
4. L’vov I.V., Mamaev N.G, Tarasov V.I., Ushkov S.M. Modernization
processes directed to decrease in «a syndrome of the sick
building». Kazanskaja Nauka. 2017. No. 4, pp. 18–21. (In Russian).
5. Sokolov N.S. Technological methods of installation of
boredinjection piles with multiple en-largements. Zhilishchnoe
Stroitel’stvo [Housing Construction]. 2016. No. 10, pp. 54–
57. (In Russian).
6. Sokolov N.S. Criteria of economic efficiency of use of drilled
piles. Zhilishchnoe Stroitel’stvo [Housing Construction].
2017. No. 5, pp. 34–37. (In Russian).
v7. Sokolov N.S. Use the buroinjektsionnykh svay-ERT as foundations
of the bases of the increased bearing ability. Promyshlennoe i
Grazhdanskoe Stroitel’stvo. No. 8. 2017, pp. 74–79. (In Russian).
8. Sokolov N.S., Suchkova A.G., Sokolov S.N., Sokolov A.N. Geotechnical
technologies of adaptation of buildings under construction
to conditions of old development. Zhilishchnoe Stroitel’stvo
[Housing Construction]. 2017. No. 3, pp. 62–67. (In Russian).
9. Sokolov N.S., Ryabinov V.M. About one method of
calculation of the bearing capability the buroinjektsi-onnykh
svay-ERT. Osnovaniya, Fundamenty i Mekhanika Gruntov.
2015. No. 1, pp. 10–13. (In Russian).
10. Travush V.I., Volkov Yu.S. Common problems of construction
science and production, unification and standardization in
construction. Vestnik MGSU. 2014. No. 3, pp. 7–14. (In Russian).
11. Sokolov N.S., Sokolov S.N., Sokolov A.N. Fine Concrete as
a Structural Building Material of Bored-Injection Piles EDT.
Stroitel’nye Materialy [Construction Materials]. 2017. No. 5,
pp. 16–19. (In Russian).
12. Yudin I.V., Petrova I.V., Bogdanov V.F. Improvement of
constructive solutions, technology and organization of
construction of large-panel and panel-frame houses of Volga
DSK. Stroitel’nye Materialy [Construction materials]. 2017.
No. 3, pp. 4–8. (In Russian).
13. Sokolov N.S., Viktorova S.S., Smirnova G.M., Fedoseeva
I.P. Bored-injection pile-ert as a buried reinforced
concrete structure. Stroitel’nye Materialy [Construction
Materials]. 2017. No. 9, pp. 47–49. (In Russian).
E.Yu. SHALYGINA, Candidate of Sciences (Engineering) (shalygi-na.eu@ingil.ru)
AO «TSNIIEP zhilishcha – Institute of Complex Design of Residential and Public Buildings» (AO «TSNIIEP zhilishcha»)
(9, bldg.3, Dmitrovskoye Shosse, Moscow, 127434, Russian Federation)
Reconsideration of Standards – Help to Designer
The need for actualization (reconsideration) of normative documents, requirements and provisions contained in them, when developing design documents
for buildings of various purposes, is presented. Reconsideration of standards on the basis of the “Program of Development of National Standards” (PDNS) is
performed. Reasons for actualizing GOST, which consists in changing the requirements for building structures relating to the norms of sound insulation, fire danger,
structural requirements, are described. Documents reconsidered by JSC “TSNIIEP zhilishcha” during 2011–2016 are termed; additions and changes included in
these documents, which were formed as a result of discussions of organizations of Moscow and the CIS countries, are listed. When correcting the standards, the
provisions of international regulatory documents (ISO) were taken into account. Normative documents actualized by JSC “TSNIIEP zhilishcha” in 2017 are listed.
Keywords: standard, normative-technical documents, building elements and products, reconsideration, actualization, development, requirements, provisions,
updating, changes.
For citation: Shalygina E.Yu. Reconsideration of standards – help to designer. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 10, pp. 46–48.
(In Russian).
References
1. Guryev V.V., Dorofeyev V.M. The modern regulatory
base on monitoring of technical condition of buildings and
constructions. Promyshlennoe i Grazhdanskoe Stroitel’stvo.
2006. No. 4, рр. 24–25. (In Russian).
2. Guryev V.V., Dorofeyev V.M. About development of the
normative and technical documents connected with inspection
and monitoring of technical condition of buildings and
constructions during operation. Promyshlennoe i Grazhdanskoe
Stroitel’stvo. 2013. No. 3, pp. 43–45. (In Russian).
3. Granev V.V., Kodysh E.N. Development and updating
of normative documents on design and construction of
industrial and civil buildings. Promyshlennoe i Grazhdanskoe
Stroitel’stvo. 2013. No. 3, pp. 9–12. (In Russian).
4. Nazarov Yu.P., Volkov Yu.S. Standards of the organizations
– the main way of updating of the regulatory base of
construction. Stroitel’naya Mekhanika i Raschet Sooruzhenii.
2009. No. 2, pp. 72–75. (In Russian)
5. About introduction of eurocodes to the sphere of construction
of the CIS countries. Byulleten’ Stroitel’noi Tekhniki. 2011.
No. 11, pp. 20–21. (In Russian).
6. Nikolaev S.V., Travush V.I., Tabunshchikov Yu.A., Kolubkov A.N.,
Solomanidin G.G., Magay A.A., Dubynin N.V. The regulatory
base of high-rise construction in Russia. Zhilishchnoe Stroitel’stvo
[Housing construction], 2016. No. 1–2, pp. 3–6. (In Russian).
7. Mikheyev D.V. Condition of the regulatory base of technical
regulation of construction and problem of her development.
Zhilishchnoe Stroitel’stvo [Housing construction], 2016.
No. 6, pp. 3–12. (In Russian).
8. Nikolaev S.V., Magay A.A., Dubynin N.V., Zyryanov V.S.
of the Prospect of development of the regulatory base of
high-rise construction in Russia. Zhilishchnoe Stroitel’stvo
[Housing construction], 2016. No. 12, pp. 3–6. (In Russian).
9. Dubynin N.V. A role of the scientific organizations in
development of base of standard-but-technical regulation of
design and construction. Zhilishchnoe Stroitel’stvo [Housing
construction], 2017. No. 5, pp. 48–51. (In Russian).
10. The staticized editorial office GOST 379. Stroitel’nye
Materialy [Construction materials]. 2015. No. 10, рр. 4–5.
(In Russian).
11. Volkova N.G. Expediency of development of the federal
law on application of climatic standards in construction.
Stroitel’nye Materialy [Construction materials]. 2017. No. 6,
рр. 4–6. (In Russian).
M.P. SHEFER, Engineer (Shefer@stu.ru), P.M. POSTNIKOV, Candidate of Sciences (Engineering)
Siberian Transport University (191, Dusi Kovalchuk Street, 630049, Novosibisk, Russian Federation)
The Matching Signature as a Form of Fixation of Additional Requirements (Conditions) When Designing
During many decades there has been a practice of design approval in the form of matching signature on the design sheets in Russia. In recent years, cases
of ignoring the conditions of the matching signature which are not included in a supplementary agreement signed by the parties become more frequent. The
analysis of provisions of the Russian Federation legislation shows that a correctly executed matching signature must include a subject of approval, requirements
(conditions which are necessary for a design to be approved); the name of a juridical or physical entity who approved the design; the date of approval; for a
juridical entity – a signature with deciphering the name and the post assured by the seal of an organization; for a physical entity – a signature with an indication
of surname, name, and patronymic (if available). The availability of all these elements makes it possible to consider the matching signature on the sheets of the
project as a special form of a written agreement on the basis of the following provisions of the legislation: application of the matching signature is a written offer
(articles 434 and 435 of the RF Civil Code. Part 1 of 30.11.1994 № 51-FZ); the use of the approved project is an acceptance (point 3 of the article 438 of the RF
Civil Code). The authors’ search for published materials on this subject has not given any results.
Keywords: matching signature, project approval, need to implement.
For citation: Shefer M.P., Postnikov P.M. The matching signature as a form of fixation of additional requirements (conditions) when designing. Zhilishchnoe
Stroitel’stvo [Housing Construction]. 2017. No. 10, pp. 48–49. (In Russian).
References
1. Haritoshin I.I. Project Declaration as part of the basis of
the contract of participation in shared construction. Vestnik
Moskovskogo universiteta MVD Rossii. 2009. No. 4,
pp. 144–147. (In Russian).
2. Kvasova A.V. «Infrastructural bonds» – a new tool for
attracting investments. Pravo i Politika. 2009. No. 8,
pp. 1681–1686. (In Russian).
3. Ershov O.G. The conclusion of subcontract in construction.
Pravo i Ekonomika. 2012. No. 2, pp. 22–26. (In Russian).
4. Tischenko A.N., Khaustova V.Ye., Belyaev A.S. Assessment
of competitiveness of construction companies with
consideration of their specific features. Problemy Ekonomiki.
2013. No. 1, pp. 185–190. (In Russian).
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affiliation contract: identify and judicial practice. Problemy
Ekonomiki i Yuridicheskoj Praktiki. 2014. No. 5, pp. 127–130.
(In Russian).
B.S. SOKOLOV
1
, Doctor of Sciences (Engineering), Corresponding Member of RAACS (sbs.1942@mail.ru); А.B. ANTAKOV
2
, Master (antakof@mail.ru)
1 AO «Kazan GIPRONIIAVIAPROM» (1, Dementieva Street, Kazan, 420127, Republic of Tatarstan, Russian Federation)
2 Kazan state architectural and construction university (1, Zelyonaya Street, Kazan, 420043, Republic of Tatarstan, Russian Federation)
Theoretical Bases Of Strengthening Of Stone Layings
Results of researches in the field of durability and a deformativnost of elements from the stone layings including strengthened by holders of different types
are given. Creation of physical model of destruction is applied to the description of a tension of the squeezed elements and designs and modified, taking into
account experimental data, expression of mathematical apparatus of the theory of resistance of anisotropic materials to compression. The techniques received
by authors allow to carry out an assessment of durability and crack resistance of the squeezed elements and designs strengthened by holders with use of
charts of deformation of materials. The assessment of crack resistance is carried out on the basis of the thesis about possibility of the description of a stage of
achievement of a limit of elasticity of materials of a stone laying by means of physical model of destruction. Similar decisions in available domestic and foreign
literature are absent. Steel, ferroconcrete, plaster and composite holders of strengthening are considered. Comparison of skilled and theoretical data shows
satisfactory convergence.
Keywords: stone laying, durability, elasticity limit, crack resistance, strengthening, holder, experiments, theory.
For citation: Sokolov B.S., Antakov А.B. Theoretical bases of strengthening of stone layings. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 10,
pp. 50–55. (In Russian).
References
1. Sokolov B.S. Teorija silovogo soprotivlenija anizotropnyh
materialov szhatiju i ee prakticheskoe primenenie [Theory
of power resistance of anisotropic materials to compression
and its practical application]. Moskow: ASV. 2011. 160 p.
2. Sokolov B.S., Antakov A.B. Concrete durability at
compression. AKADEMIJA. Arhitektura i Stroitel’stvo. 2010.
No. 4, рр. 75–78. (In Russian).
3. Sokolov B.S., Antakov A.B. Issledovanija szhatyh jelementov
kamennyh i armokamennyh konstrukcij [Researches of the
compressed elements of the stone and reinforced by grids
designs]. Moskow: ASV. 2010. 111 p.
4. Sokolov B.S., Antakov A.B. New approach to calculation
of stone layings. Izvestija Kazanskogo Gosudarstvennogo
Arhitekturno-Stroitel’nogo Universiteta. 2014. No. 3 (29),
pp. 75–81. (In Russian)
5. Sokolov B.S., Antakov A.B. Experimental and theoretical
justification of use of charts of deformation of materials
when calculating designs from stone layings. Collection of
works International scientific conference «Modern problems
of calculation of reinforced concrete designs, buildings and
constructions on emergency influences». Moscow: MGSU,
2016, pp. 382–388. (In Russian).
6. Grozdov V.T. Usilenie stroitel’nyh konstrukcij [Strengthening of
building constructions]. Saint Petersburg.: WITU. 1997. 264 p.
7. Mayatskaya I.A., Fedchenko A.E. Strengthening of designs
of architectural monuments with use of polymeric composite
materials. Mezhdunarodnyj Nauchno-Issledovatel’skij
Zhurnal. 2017. No. 05 (59). Part 1, pp. 58–61. (In Russian).
8. Teryanik V.V., Borisov A.O. Tests it is non-central the
compressed elements strengthened with use of polymeric
glue. Zhilishhnoe Stroitel’stvo [Housing Construction]. 2010.
No. 8, pp. 43–45. (In Russian).
9. Podnebesov P.G., Teryanik V.V. Resistance of the compressed
elements strengthened by holders with use of the selfcondensed
steel concrete with a fiber. Vestnik JuUrGU. Serija
«Stroitel’stvo i Arhitektura». 2016. No. 1, p. 511. (In Russian).