Table of contents
N.S. SOKOLOV1,2, Candidate of Sciences (Engineering), Associate Professor, Director (forstnpf@mail.ru, ns_sokolov@mail.ru)
1 OOO NPF «FORST» (109a, Kalinina Street, 428000, Cheboksary, Russian Federation)
2 I.N. Ulianov Chuvash State University (15, Moskovskiy pr., 428015, Cheboksary, Russian Federation)
Forecast of Settlement of Large-Size Foundations at High Pressures on the Base
Relevant issues are the construction of the foundation of structures with high values of mean pressures under the foundation base. At PII mt reaching 680 kPa, the
average settlement of the structures reaches S=200–580 mm. At the same time, vertical displacements sharply increase, after overcoming the average pressures
constituting PII mt=250–300 кПА. Herewith, from 60% up to 70% of deformations of the bases occurs during the construction, and the rest 30%–40% – after the
installation of the structures. With such high values of average pressures and settlements of foundations, the projected values of the vertical displacements of
these structures during subsequent periods of their operation are of no small importance. The logarithmic function St=S0+ A ln(1+Bt) is a successful mathematical
dependence for the prediction of settlements of foundations at any subsequent period of time.
Keywords: mean pressure, absolute settlement of foundation, engineering-geological elements, high-precision geometric leveling, forecast of base
deformation.
For citation: Sokolov N.S. Forecast of settlement of large-size foundations at high pressures on the base. Zhilishchnoe Stroitel’stvo [Housing Construction].
2018. No. 4, pp. 3–8. (In Russian).
References
1. Egorov K.E., Sokolov I.S. Patterns of deformation of bases
of foundations with a large area. Рарers of The All-Union
Conference on foundation engineering «Accelerating
scientific and technical progress infoundation engineering».
Moscow: Stroiizdat, 1987, pp. 55.
2. Egorov K.E., Sokolov N.S. Features of deformations of
bases of foundations with a large area. Papers of The Fourth
All-Union Conference on foundation engineering. Moscow:
Stroiizdat, 1987.Vol. 2, pp. 44.
3. Egorov K.E., Sokolov N.S. Features of the deformations of
the bases of reactor departments of Atomic Electric Stations.
Osnovaniya, fundamenty I mehanika gruntov. 1985. No. 4,
pp. 14–17. (In Russian).
4. Sokolov N.S., Ushkov S.M. Features of calculating the
sediment of large-sized foundations under elevated pressure
on soils. Papers of the scientific and technical conference
«Geotechnics of the Volga region-IV». 4.2. «Bases and
foundations.» Saratov, 1989, pp. 34.
5. Sokolov N.S. Deformation of the base of a circular
foundation on a finite compressible layer. Trudy NIIOSP
im. I.M. Gersevanova, 1987. Vol. 86, pp. 56. (In Russian).
6. Sokolov N.S. Сollaboration of the bases and foundations
of the Russian NPP. Trudy NIIOSP im. I.M. Gersevanova.
1988, Vol. 87, pp. 65. (In Russian).
7. Sokolov N.S. Deformation of the base of a circular
foundation on a finite compressible layer. Trudy NIIOSP
im. I.M. Gersevanova, 1987. Vol. 86, pp. 86. (In Russian).
8. Sokolov N.S., Ushkov S.M. Estimated soil resistance at the
base of large-sized foundations at elevated pressure. V kn.
Stroitrl’nye constructsii [Building structures]. Cheboksary,
1992, pp. 66–67.
L.V. BOLSHEROTOVA1, Candidate of Sciences (Engineering), (cccp49@mail.ru); A.L. BOLSHEROTOV2, Doctor of Sciences (Engineering)
1 Russian State Agrarian University – Moscow Timiryazev Agricultural Academy (49, Timiryazevskaya Street, 127550, Moscow, Russian Federation)
2 OOO “Bark-91” (9-1, Abramtsevskaya Street, 127550, Moscow, Russian Federation)
Renovation in Moscow: Problems and Solutions
Problems of the renovation and problems of the life quality in areas of new development related to it are considered. The article focuses on the transport problem
of Moscow and the problem of parking of private vehicles in bedroom districts in particular. When planning the realization of the Moscow renovation program,
designers don’t take into account the changed auto-transport situation in Moscow. If 60 years ago, when the program of providing citizens with individual
apartments was realized, the norm of parking places was 30 per 1000 citizens, at present, the real number of private vehicles is over 500 automobiles per
1000 citizens, but the renovation program does not take this into account practically. The methodology for assessment of a development area in settlements
proposed in the article makes it possible to take into account completely the current situation in cities with auto-transport, to plan the residential development
of areas in accordance with “the factor of concentration degree” of real estate per a unit of square of urbanized territory that provides the life quality, ecological
safety, and health of residents.
Keywords: renovation, real estate concentration, method for area assessment, concentration degree, area reserve, parking places, compaction of
development, parkings.
For citation: Bolsherotova L.V., Bolsherotov A.L. Renovation in Moscow: problems and solutions. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2018.
No. 3, pp. 9–14. (In Russian).
References
1. Korshunov A.N. The renovations program – an opportunity
to increase quality of housing for muscovites. Zhilishchnoe
Stroitel’stvo [Housing Construction]. 2017. No. 10, pp. 20–25.
(In Russian).
2. Bolsherotov A.L. The method of calculation of degree
of concentration of construction by transport criterion.
Zhilishchnoe Stroitel’stvo [Housing Construction]. 2012.
No. 1, pp. 34–38. (In Russian).
3. Alekseev Yu.V., Leontyev B.V. Calculation of mashino-mest
in the housing estate under elevated territories. Zhilishchnoe
Stroitel’stvo [Housing Construction]. 2014. No. 4, pp. 21–25.
(In Russian).
4. Streltsova N.V. Choubin V.I. The prospects of implementation
of the program of renovation of shabby housing in Moscow.
Ekonomika i predprinimatel’stvo. 2017. No. 5–2 (82–2),
pp. 912–915. (In Russian).
5. Titova S.S. Sheludyakov Ya.I. Building of industrial zones
in moscow – plans and prospects. Sovremennye nauchnye
issledovaniya i innovatsii. 2016. No. 12 (68), pp. 815–818.
(In Russian).
6. Chekhloneva K.S. The law on renovation in g. moscow.
Ekonomika i sotsium. 2017. No. 5–2 (36), pp. 1223–1225.
(In Russian).
7. Mirzoyev G.B. Renovations program: coercion of the power
or constitutional right of citizens. Uchenye trudy Rossiiskoi
akademii advokatury i notariata. 2017. No. 2, pp. 5–9.
(In Russian).
8. Filimonova I.I., Oak A.A Renovation of the housing estate
with the factor analysis of the environment on the example
of quarters no. 7, no. 8 south-eastern administrative district
of Moscow. Izvestiya Yugo-Zapadnogo gosudarstvennogo
universiteta. 2011. No. 5–2 (38), pp. 224a–227. (In Russian).
9. Prokofieva I.A. Five-storey apartment blocks – demolition
or reconstruction: current trends. Zhilishchnoe Stroitel’stvo
[Housing Construction]. 2015. No. 4, pp. 43–46. (In Russian).
10. Ivanova O.A. Use of coefficient of quality of accommodation
when developing address programs of development of
the built-up territories. Zhilishchnoe Stroitel’stvo [Housing
Construction]. 2017. No. 8, pp. 43. (In Russian).
11. Sergeyev A.S. Modelling of town-planning process on the
basis of standard approach. Zhilishchnoe Stroitel’stvo
[Housing Construction]. 2016. No. 4, pp. 3–7. (In Russia
L.V. KIEVSKIY, Doctor of Sciences (Engineering), Professor, Chief Researcher (mail@dev-city.ru), M.E. KARGASHIN, Programming Supervisor,
OOO NPTS “City Development” (19, str. 3, Mira Avenue, Moscow, 129090, Russian Federation)
Renovation by City Blocks (Methodological Issues)
This work is devoted to an important stage of urban planning – detailing of citywide planned indicators of the territorial renovation program (by city blocks).
Methodological issues concerning the nomenclature of city blocks renovation in Moscow, simulation of the renovation process, principles of the combination of
city block schedules, sequence of renovation by city blocks, the use of starting sites for the “opening” of a city block, optimization of the integrated implementation
schedule of the program in terms of the year limit of commissioning and the total duration of the program are considered. In the course of the study, geospatial
queries and cartographical analysis were widely used. A mathematical model for determining the duration of city blocks renovation (on the basis of geometrical
progression) and a set of criteria of ranking city blocks for inclusion in the citywide schedule are proposed. The concepts of a “basic” city block (with own starting
sites) and a chain of city blocks, a sequence of adjacent city blocks the renovation of which will begin after the “basic” one, are introduced. A calculation module
for automated formation of renovation schedules for each city block and a summary citywide schedule of implementing the renovation program by city blocks
are described.
Keywords: renovation city block, starting sites, basic city block, demolition houses, mathematical model of renovation, passport of city block, schedule of city
block, renovation factor, coefficient of resettlement, limit of commissioning, commissioning schedule, renovation duration, chain of city blocks.
For citation: Kievskiy L.V., Kargashin M.E. Renovation by city blocks (methodological issues). Zhilishchnoe Stroitel’stvo [Housing Construction]. 2018. No. 4,
pp. 15–25. (In Russian).
References
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28. (In Russian).
Integration of Computer Systems at Precast Concrete Factory (Information) .. . . . . . 26
Biodeterioration as One of the Fundamental Problems When Designing Thermal Insulation of Mobile Buildings for Conditions of the Far North (Information) . . . . . . 28
P.D. ARLENINOV, Candidate of Sciences (Engineering) (arleninoff@gmail.com), S.B. KRYLOV, Doctor of Sciences
JSC Research Center of Construction, Research Institute of Concrete and Reinforced Concrete named after A.A. Gvozdev (NIIZHB)
(6, bldg. 1 2nd Institutskaya Street, 109428, Moscow, Russian Federation)
Role of Load Application Scheme for Ensuring the Bearing Capacity of Building Structures
Considered examples from the archive of works of NIIZHB named after A.A. Gvozdev, in which an additional load, not provided previously and which requires
strengthening of building structures, is applied to the already existing building. This can relate both to the new construction and to objects under reconstruction.
In case of new construction, at the design stage, it is easy to increase cross-sections of main bearing elements or their reinforcement, for erected buildings – the
situation is more complicated. It is shown that it is necessary to check the possibility of alternative variants of load application, since it often helps to avoid costly
strengthening works.
Keywords: load, strengthening, building structure, dismantling, calculation.
For citation: Arleninov P.D., Krylov S.B. Role of load application scheme for ensuring the bearing capacity of building structures. Zhilishchnoe Stroitel’stvo
[Housing Construction]. 2018. No. 4, pp. 30–33. (In Russian).
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decrease in efforts in elements of a reinforced concrete
framework of the building of hydroelectric power station.
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No. 1–2, pp. 7–10. (In Russian).
2. Arleninov P.D. Krylov S.B. Creation of a design model of
a car ramp on the basis of inspection and natural testing.
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2016, pp. 43–47. (In Russian).
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Kaprielov S.S., Chilin I.A., Martirosyan A.S., Fimkin A.I.
Experimental study of composite structures, working
for eccentric compression. ACADEMIA. Arkhitektura i
stroitel’stvo. 2016. No. 3, pp. 127–135.
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zhelezobetonnykh i kamennykh konstruktsii. [Examples
of calculation of reinforced concrete and stone designs].
Moscow: Student, 2014. 539 p.
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of assessment of stability of the compressed reinforced
concrete elements. Stroitel’naja mehanika inzhenernyh
konstrukcij i sooruzhenij. 2012. No. 2, pp. 77–81.
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Water Proofing PLASTFOIL® is a Durable and Reliable Solution for Roofs of Dwelling Houses (Information) . . . . . . . . .34
S.A. SYCHEV, Candidate of Sciences (Engineering) (sasychev@ya.ru)
Saint-Petersburg State University of Architecture and Civil Engineering (4, 2-ya Krasnoarmeiskaya ul., St. Petersburg, 190005, Russian Federation)
Perspective High-Tech Construction Systems for Prefabricated Transformable Multistory Buildings
Industrial technologies for erection of prefabricated transformable buildings as an optimal combination of solutions make it possible to build multistory buildings
with maximum possible compliance with energy efficient industrial high-speed erection of prefabricated buildings from the newest high-tech systems. Measures
aimed at fulfilling the above requirements imply the implementation under the factory conditions of the complex of space-planning, structural, technological
solutions as well as the provision of nstallation elements with modern, energy efficient engineering equipment and finishing. Thus, the complex use of basic
provisions in practice makes it possible to create systems for construction of prefabricated buildings with pre-prepared foundations, roads, landscaping with
engineering networks which allows for rapid construction of buildings from high-tech systems and operative connection of the building to pre-connected urban
networks. The integral nature of “clean” construction sets a task, the solution of which is individually in each case, ensures sustainable development and is often
innovative. The formation of the high-speed method of installation is to find rational solutions by means of successive analysis and changes in the components
of labor and energy balance of the entire installation process.
Keywords: prefabricated buildings, unified module structures, pre-fabricated module buildings, high speed of construction.
For citation: Sychev S.А. Perspective high-tech construction systems for prefabricated transformable multistory buildings. Zhilishchnoe Stroitel’stvo [Housing
Construction]. 2018. No. 4, pp. 36–40. (In Russian).
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Prefabricated Buildings Of A High-tech Building Systems.
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No. 1–2, pp. 42–46. (In Russian).
O.D. SAMARIN, Candidate of Sciences (Engineering) (samarinod@mgsu.ru), D.A. KIRUSHOK, Engineer
National Research Moscow State University of Civil Engineering (26, Yarislavskoye Highway, 129337, Moscow, Russian Federation)
Estimation of External Climatic Parameters for Air Treatment
with Indirect Evaporative Cooling in Plate Heat Recovery Units
Schematic diagram of processes in air conditioning unit, providing indirect evaporative cooling of supply air in the warm season with the use of plate recuperative
cross flow heat exchanger designed for heat recovery of exhaust air in the cold period, is considered. Estimation of the necessary external climatic parameters
for the modification of the known variants of this scheme, letting to apply the air humidifier designed specifically to increase the moisture content of the inflow
in winter conditions for direct evaporative cooling the auxiliary stream in the warm period, through appropriate changes of direction of air flow in the installation
is carried out. The correlation relationship between climatic parameters in accordance with the applicable regulatory documents of the Russian Federation is
presented and the areas are identified where it is possible to use the reporting technology of air treatment to ensure the internal microclimate at the optimum level.
Keywords: air conditioning, evaporative cooling, humidifier, plate heat recovery unit, external climate.
For citation: Samarin O.D., Kirushok D.A. Estimation of external climatic parameters for air treatment with indirect evaporative cooling in plate heat recovery
units. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2018. No. 4, pp. 41–43. (In Russian).
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A.V. MASLYAEV, Candidate of Sciences (Engineering), victor3705@mail.ru
Volgograd State Technical University (28a, Lenin Avenue, Volgograd, 400005, Russian Federation)
Inadequacy of the RF Federal Laws and Normative Documents
in the Absence of a List of “Objects of Protection”
under Dangerous Natural and Anthropogenic Effects
Each Federal Law and normative document of the Russian Federation has a “terms and definitions” section which presents special terms with an explanation of
their concepts. The meaning of these terms is in the explanation of their contents. But the analysis of main terms in the RF federal documents of a construction
content shows that in the presence of the list of effects of dangerous natural and anthropogenic phenomena at the territory of Russia, the main list of “objects of
protection” for which they are all developed is absent. The article presents the list of “objects of protection” under effects of dangerous natural and anthropogenic
phenomena for including it as a separate paragraph of the RF Federal Law.
Keywords: dangerous effects, objects of protection, loss of health, list of objects of protection, terms, definitions.
For citation: Maslyaev A.V. Inadequacy of the RF Federal Laws and normative documents in the absence of a list of “objects of protection” under dangerous
natural and anthropogenic effects. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2018. No. 4, pp. 44–48. (In Russian).
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