Stroitel`nye Materialy №3

Stroitel`nye Materialy №3
March, 2018

Table of contents

B.S. SOKOLOV, Candidate of Science (Engineering), S.A. ZENIN, Candidate of Science (Engineering) Research, Design and Technological Institute For Concrete and Reinforced Concrete named after A.A. Gvozdev, “Research and Development Center “Stroitel’stvo” AO (6, 2nd Institutskaya Street, Moscow, 109428, Russian Federation)

Analysis of the Regulatory Base for Designing Reinforced Concrete Structures The emergence of new building materials, technologies, and design methods leads to the necessity of permanent renovation of the construction regulatory base, and the expansion and deepening of cooperation between the states entails the necessity to harmonize Russian regulatory-technical documentation with international documents. Technical regulation in the field of design and construction with the use of reinforced concrete is of particular importance due to the leading positions of reinforced concrete in the overall structure of the world manufacture of building products. The analysis of domestic regulatory documents on the design of reinforced concrete structures has been made. The systematization of legal, technical and methodical documents, codes of rules, standards related to the design of reinforced concrete structures has been executed. Have been analyzed the most widespread foreign and international systems of regulatory documents in the field of reinforced concrete structures design, their requirements have been compared with requirements of domestic norms. The issues which were partially covered in the existing regulatory-technical documents have been revealed. Documents required to be developed, redeveloped or canceled have been determined. On the basis of results obtained, the hierarchical structure of the complex of regulatory documents in the field of the design of reinforced concrete structures including the basic and three consistently subordinated levels of regulatory documents has been formed. Proposals on correction and addition of the domestic system of regulatory documents, making changes in the existing documents and development of new ones have been developed. Among the most important areas of work on the development of the regulatory base it is necessary to identify the regulation in the field of operation of reinforced concrete structures and buildings, regulation in the field of scientific-technical support of design and construction, regulation in the field of providing the fire resistance and fire durability of reinforced concrete structures.

Keywords: design, reinforced concrete structures, regulatory-technical documentation, standard, code of rules.

For citation: Sokolov B.S., Zenin S.A. Analysis of the regulatory base for designing reinforced concrete structures. Stroitel’nye Materialy [Construction Materials]. 2018. No. 3, pp. 4–12. (In Russian).

1. Almazov V.O. Proektirovanie zhelezobetonnykh konstruktsii po evrokodam [Designing of reinforced concrete structures by Eurocodes]. Moscow: ASV. 2011. 216 p.
2. Volkov Ju.S. Issue of Russian practice of application of Eurocode-2 «Reinforced concrete structures of buildings » (European standard EN 1992-1-1). Beton i zhelezobeton. 2014. No. 6, pp. 2–3. (In Russian).
3. Kolmogorov A.G., Plevkov V.S. Raschet zhelezobetonnykh konstruktsii po rossiiskim i zarubezhnym normam [Calculation of reinforced concrete structures by the Russian and foreign codes]. Tomsk: Pechatnaya manufaktura. 2009. 496 p.
4. Puharenko Ju.V., Aubakirova I.U., Staroverov V.D., Krishtalevich A.K. Prospect of introduction of Eurocodes in the Russian Federation. Vestnik grazhdanskih inzhenerov. 2015. No. 2, pp. 107–115. (In Russian).
5. Rosental N.К. About use of Eurocodes in technology of concrete. Beton i zhelezobeton. 2014. No. 6, pp. 3–4 (In Russian).
6. Sanzharovsky R.S. How to overcome contradictions of Codes on reinforced concrete of the Russian Federation and Eurocodes. Stroitelnaya gazeta. 23.11.2012. No. 47, pp. 1–2. (In Russian).
7. Tamrazyan A.G., Falikman V.R. Basic requirements for the design of reinforced concrete structures on the fib model code. Vestnik MGSU. 2016. No. 3, pp. 71–76 (In Russian).
8. The report on research work on a theme: «Implementation of works on monitoring and the analysis of regulatory documents in construction and preparation of proposals on perspective structure of a complex of regulatory technical documentation in the field of reinforced concrete and concrete structures». Research, Design and Technological Institute of Concrete and Reinforced Concrete named after A.A. Gvozdev, “Research and Development Center “Stroitel’stvo” The customer: FAU “FCS”. Contract No. 588/2015 of 09.10.2015. (In Russian).
9. Kozelkov M.M., Lugovoi A.V. Analysis of the basic regulatory legal documents in the field of designing and construction for recycling. Vestnik NIC “Stroitel’stvo”. 2017. No. 4 (15), pp. 134–145. (In Russian).
10. Travush V.I., Volkov Ju.S. Building’s norms: obligatory or voluntary? The draft of the list of norms as a result of which application on an obligatory basis realization of requirements of the technical rules «About safety of buildings and constructions» is provided. Vestnik MGSU. 2014. No. 3, pp. 7–14 (In Russian).
11. Travush V.I., Volkov Ju.S. That it is necessary to change in the Technical rules «About safety of buildings and constructions ». Stroitelstvo i rekonstruktsiya. 2015. No. 3, pp. 75–79. (In Russian)
A.P. SHALAEV, Deputy Head ( Federal Agency on Technical Regulating and Metrology (Rosstandart) (7, bldg.1, Kitaygorodsky proeezd, 109074, Moscow, Russian Federation)

Mandatory Confirmation of Compliance of Building Materials It is shown that today the need for introducing the mandatory confirmation of compliance is once again becoming relevant in different branches of the industry, in the field of manufacturing construction products including. The central link in the national standardization system is ‘technical standardization committees” (TC) established on the basis of equal representation of stakeholders in relation to different spheres of standardization. Technical committees TC 144 “Building materials and products” and TC 465 “Construction”, which have a distinction of activity areas, operate in the field of building materials standardization. All standards for approval that affect common or close areas of standardization have the results of expertise made by the related technical committee.

Keywords: building materials, standard, certification, technical committee, standardization.

For citation: Shalaev A.P. Mandatory Confirmation of Compliance of Building Materials. Stroitel’nye Materialy [Construction Materials]. 2018. No. 3, pp. 13–16. (In Russian).

1. Tumanov D.K., Sergeyeva A.A., Tumanova M.V. Problematik of use of construction materials: environmental friendliness, certification, falsification. Tehnologija i organizacija stroitel’nogo proizvodstva. 2013. No. 4 (5), pp. 32–35. (In Russian).
2. Panyukova Yu.V., Gurova M.V. Obligatory examination and certification of construction materials and products on indicators of fire safety. Rossijskaja nauka i obrazovanie segodnja: problemy i perspektivy. 2016. No. 1 (8), pp. 87–89. (In Russian).
3. Kardapoltsev K.V., Kardapoltseva A.V., Kirpicheva Ya.M. Features of certification of foreign construction materials in the territory of the Russian Federation. Tamozhennoe delo i vneshnejekonomicheskaja dejatel’nost’ kompanij. 2017. No. 1 (2), pp. 433–449. (In Russian).
4. Baburin V.V., Boyko O.A., Sirs S.L. Oborot of counterfeit construction materials: determinants and measures of counteraction. Juridicheskaja nauka i pravoohranitel’naja praktika. 2016. No. 1 (35), pp. 128–133. (In Russian).
5. Skobelev D.O., Guseva T.V., Molchanova Ya.P., Averochkin E.M. Power and environmental efficiency of production of construction materials. Kompetentnost’. 2011. No. 9–10, pp. 32–41. (In Russian).
6. Guseva T.V., Molchanova Ya.P., Mironov A.V., Malkov A.V. NDT: new ecological measurement of quality in the industry of construction materials. Kompetentnost’. 2015. No. 8 (129), pp. 4–8. (In Russian).
I.I. AKULOVA, Doctor of Sciences (Еconomics) (, E.M. CHERNYSHOV, Doctor of Sciences (Engineering), academician RAACS ( Voronezh State Technical University (84, 20 years of October St., Voronezh, 394006, Russian Federation)

Strategy of Development for a Regional Construction Complex: Technology of Development, Direction and Experience of Realization Topical issues of development of the strategy of development for the regional construction complex (RCC) are considered. Branch problems, the purpose and problems of development of a complex are designated. It is shown that the technology of development of strategy of RSK has to lean on modern scientific base which basis is made by the economic theory and system engineering, the theory of forecasting and economic geography, mathematical modeling and statistics. As the main directions of realization of strategy housing construction, infrastructure and industrial construction, architectural and construction design, production of construction materials, products and designs, personnel policy, technical regulation are allocated. It is offered to apply the scenario forecasting providing multiple approach when developing strategy to determination of values of strategic indicators of development of a regional construction complex. In the procedure of forecasting demographic and social and economic specifics of the region, feature of his source of raw materials and production potential, a tendency in consumer preferences of the population in relation to parameters of comfort of living conditions have to be considered.

Keywords: regional construction complex, development strategy, technology of development, scenario forecasting, directions of realization.

For citation: Akulova I.I., Chernyshov E.M. Strategy of development for a regional construction complex: technology of development, direction and experience of realization. Stroitel’nye Materialy [Construction Materials]. 2018. No. 3, pp. 17–23. (In Russian).

References 1. Akulova I.I., Chernyshov E.M., Praslov V.A. Prognozirovanie razvitiya regional’nogo stroitel’nogo kompleksa: teoriya, metodologiya i prikladnye zadachi [Prediction of development of a regional construction complex: theory, methodology and application-oriented tasks]. Voronezh: Voronezhskii gos. tekhn. un-t, 2016. 162 p. (In Russian). 2. Semenov V.N. Perspektivy razvitiya regional’nogo zhilishchnogo stroitel’stva na primere Voronezhskoi oblasti [The prospects of development of regional housing construction on the example of the Voronezh region]. Voronezh: Voronezhskii gos. arkhit.-stroit. un-t, 2011. 139 p. (In Russian). 3. Kondrat’ev V.B. Branch industrial policy as motor of modernization of economy. V knige: Otrasli i sektora global’noi ekonomiki: osobennosti i tendentsii razvitiya [Branches and sectors of global economy: features and tendencies of development]. Fond istoricheskoi perspektivy Tsentr issledovanii i analitiki. Moscow, 2015, pp. 8–32. (In Russian). 4. Macheret D.A., Kuznetsov R.A. Formation of standard structure of strategy of long-term development of the enterprises of construction branch. Modern problems of management of economy of a transport complex of Russia: competitiveness, innovations and economic sovereignty: The collection of works of the International scientific and practical conference devoted to the 85 anniversary of institute of economy and finance МIEТ. Moskovskii gosudarstvennyi universitet putei soobshcheniya, Institut ekonomiki i finansov. 2015, pp. 160–162. (In Russian). 5. Vil’ner M.Ya. About approaches to formation of the development strategy of construction branch. BST: Byulleten’ stroitel’noi tekhniki. 2015. No. 12 (976), pp. 54–55 (In Russian). 6. Bashtygova I.R Tendencies of development of construction branch in economy of Russia. Economy and management: analysis of tendencies and prospects of development: Collection of works XXXII of the International scientific and practical conference. Rostov-na-Donu, 2017, pp. 121–125. (In Russian). 7. Kondrat’ev V.B. Natural resources and economic growth. Mirovaya ekonomika i mezhdunarodnye otnosheniya. 2016. T. 60. No. 1, pp. 41–52. (In Russian). 8. Kotova L.G., Shevchenko A.P. Innovative strategy of the enterprises of construction branch. XXI vek: itogi proshlogo i problemy nastoyashchego. 2014. T. 1. No. 2 (18), pp. 170–174. (In Russian). 9. Drogomiretskii A.V. Innovative construction materials as instrument of strategic development of branch. Fotinskie chteniya. 2014. No. 1 (1), pp. 113–118. (In Russian). 10. Lomovtseva N.N., Baldina S.G. The strategic directions of development of the Ulyanovsk region and their realization by means of state programs. Upravlenie ekonomicheskimi sistemami: elektronnyi nauchnyi zhurnal. 2015. No. 6 (78), p. 29. (In Russian). 11. Chernyshov E.M., Akulova I.I., Kukhtin Yu.A. Resourcesaving architectural and construction systems for residential buildings (The Voronezh experience). Gradostroitel’stvo. 2011. No. 5, pp. 70–73. (In Russian). 12. Zayanchukovskaya N.V., Oparina L.A. Power - and resource- saving in a construction housing and utilities sector in aspect of concepts of strategic development of Russia. Strategic planning and enterprise development: Proceedings of the Sixteenth All-Russian symposium. Moskva, 2015, pp. 80–82. (In Russian). 13. Akulova I.I., Dudina N.A., Baranov E.V. Technique and results of assessment of competitiveness of the heat-insulating materials applied in housing construction. Economy.
3D-volumetric Formwork for Efficient Production from Tecnocom SPA (Information) ..... 24
erpbos® is a System of Planning Resources of an Enterprise from Progress Software Development GmbH (Progress Group) (Information) ....25
V.V. GRANEV, Doctor of Science (Engineering) (; E.N. KODYSH, Doctor of Science (Engineering) (; N.N. TREKIN, Doctor of Science (Engineering) (; K.E. SOSEDOV, Engineer ( AO “TSNIIPromzdaniy”, (46, bldg.2, Dmitrovskoe Highway, Moscow, 127238, Russian Federation).

Reinforcement of An600C Class in Modern Construction Rebar of An600C class made of 20G2SFBA steel has been developed and is manufactured by Cherepovets Steel Mill of PAO “Severstal”. Due to the chemical composition including niobium and vanadium, this thermo-mechanically hardened steel has high corrosion resistance, fire resistance and ductility. Research in the use of the rebar of An600S class in prefabricated reinforced concrete structures has shown the possibility to reduce the consumption of rolled product in structures with frame-reinforced concrete frames by series 1.020-4 and 1.420-35.95 with overlappings from multi-hollow slabs. Reduction in the consumption of reinforcing bars reaches 13.3% in comparison with rebar of A500C class , and in buildings of the series 1.020-1/ 83 (87) – 9% in comparison with the rebar of A500C class. For multicore slabs, the reduction in consumption of the reinforcement used in the frames of these series in comparison with rebar of A500C class can reach 21%, and when compared with the widely used rebar A600, the savings can be 7%.

Keywords: reinforcing bars, prefabricated reinforced concrete structures, columns, beams, multicore slabs.

For citation: Granev V.V., Kodysh E.N., Trekin N.N., Sosedov K.E. Reinforcement of An600C class in modern construction. Stroitel’nye Materialy [Construction Materials]. 2018. No. 3, pp. 26–29. (In Russian).

1. Madatjan S.A. The properties of armatures of ferroconcrete constructions in Russia at the level of the best international building standards. Beton i zhelezobeton. 2013. No. 5, pp. 2–5. (In Russian).
2. Madatjan S.A. Basis for the use of high-strength steel reinforcement in reinforced concrete. Promyshlennoe i grazhdanskoe stroitel’stvo. 2013. No. 1, pp. 17–20. (In Russian).
3. Madatjan S.A., Klimov D.E. The new universal welded reinforcing steel of the class An600s. Chernaja metallurugija. 2012. No. 3, pp. 50–59. (In Russian).
4. Granev V.V., Kodysh E.N., Trekin N.N., Sosedov K.E. Using of reinforcement Aн600C (Brand 20G2SFBA) in reinfeorced concrete load bearing structures. Concrete and reinforced concret – Glance at future: scientific works of III All Russian (II International) Conference on Concrete and reinforced Concrete. Moscow. 2014. Vol. 3, pp. 25–31 (In Russian).
5. Sosedov K.E. Reinforcement bars of An600s from steel of brand 20G2SFBA and a condition of using in reinforced concrete designs. Innovations in construction – 2017: matherials of the International Scientific Conference. Brjansk. 2017. Vol. 1, pp. 297–302. (In Russian).
IHBF: Half a Century in the Life of Voronezh (Information) .... 30
IHBF: Half a Century in the Life of Voronezh (Information) .... 30
High-Frequency Concrete Mix Vibrator from WECKENMANN (Information).... . 34
EVG will Improve its Mesh-Welding Units (Information) ..... 36
Concrete Mixing Units TEKA for the Factory Producing Ultra-High Performance Concrete Frames in China (Information).... 38
A.V. KOVRIGIN1, Engineer, Head of Technical Support Group (, A.V. MASLOV1, Engineer; A.V. GRANOVSKY2, Candidate of Sciences (Engineering), Head of Laboratory, Research Center of Seismic Stability of Constructions (
1 OOO “The Biysk Factory for Making Glass-Fiber Reinforced Plastics” (60/1, Leningradskaya Street, Biysk, Altai Krai, 659316, Russian Federation)
2 TsNIISK named after V.A. Kucherenko, JSC Research Center of Construction, (6, bldg.1 2nd Institutskaya Street, 109428, Moscow, Russian Federation)

Seismic Safety of Wall Panels with Ties SPA7.5 The development of large-panel housing construction requires improvement of the design technology and quality materials used. OOO “The Biysk Factory for Making Glass-Fiber Reinforced Plastics” in cooperation with Allbau Software have developed the module of automated design of location of flexible ties SPA7.5 for three-layer panels for the design environment Planbar. To determine the reliability of ties SPA7.5 in the system of three-layer panels when operating in seismic dangerous districts, the relevant tests have been conducted on the basis of the Laboratory of research in seismic reliability of structures of TsNIISK named after V.A. Kucherenko. The tests have confirmed the seismic safety of three-layer panel with ties SPA7.5 when operating in areas with seismicity of 7–9 points.

Keywords: seismic safety, three-layer reinforced concrete panels, in-place tests, glass plastic flexible ties SPA7.5, BIM-design, Planbar, module of automated design.

For citation: Kovrigin A.V., Maslov A.V., Granovsky A.V. Seismic safety of wall panels with ties SPA7.5. Stroitel’nye Materialy [Construction Materials]. 2018. No. 3, pp. 41–44. (In Russian).

1. 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).
2. Kovrigin A. G, Maslov A.V. Composite Flexible Bracing in Large-Panel House Building. Stroitel’nye Materialy(In Russian).
3. 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).
4. Baranova L.N. Development of industrial housing construction and the industry of construction materials in various regions of Russia. Vestnik Rossiiskoi akademii estestvennykh nauk. 2013. No. 3, pp. 61–63. (In Russian).
5. Lugovoy А.N., Kovrigin A.G. Composite Flexible Bracings for Three-Layered Thermal Efficient Panels. Stroitel’nye Materialy [Construction Materiаls]. 2011. No. 3, pp. 32–33. (In Russian).
6. Lugovoy А.N. Enhancement of Energy Efficiency of Enclosing Structures. Stroitel’nye Materialy [Construction Materiаls]. 2014. No. 5, pp. 22–24. (In Russian).
7. Lugovoy А.N., Kovrigin A.G. Three-layer reinforced concrete wall panels with composite flexible communications. Stroitel’nye Materialy [Construction Materiаls]. 2015. No. 5, pp. 35–38. (In Russian).
8. Hozin V.G., Piskunov A.A., Gizdatullin A.R., Kuklin A.N. Coupling of polimerkompozitny fittings with cement concrete. Izvestiya KazGASU. 2013. No. 1 (23), рр. 214–220. (In Russian).
9. 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).
10. Blaznov A.N., Atyasova E.V., Bychin N.V., Shundrina I.K., Hodakova N.N., Samoylenko V.V. Influence of extent of hardening of vitrification of composite materials, binding on temperature. Yushno-sibirskii nauchnyi vestnik. 2016. No. 1, pp. 13–19. (In Russian).
Industrial Complex Engineering for Building Industry Enterprises from “Privolzhsky Tsentr. StroitelnyieTekhnologii” (Information) ..... 46
O.V. BOGOMOLOV, Doctor of Sciences (Engineering), General Director ( ZAO “Engineering Company “INTERBLOCK” (22, Struktere 1B, 20, Kulakova, 123592, Moscow, Russian Federation)

Estimate of Energy Efficiency of Manufacturing Reinforced Concrete Products The existing methods for assessing the efficiency of production processes are not always convenient to use in daily activities. A simple method for estimating the efficiency of the heat supply system of the reinforced concrete products factories is proposed. Twenty years of experience in technical re-equipment of enterprises of the construction complex confirms criteria and calculation methodology of energy efficiency of manufacturing RCP developed by the Engineering Company “INTERBLOCK” and presented in this article. The use of industrial steam generators “INTERBLOCK” in technological processes of production, heating, hot water supply provides the reduction in costs for fuel by 2.5–3 times comparing with traditional boiler and other technologies.

Keywords: energy efficiency, steam generator, steam power utilities of enterprise, power supply, reinforced concrete products.

For citation: Bogomolov O.V. Estimate of energy efficiency of manufacturing reinforced concrete products. Stroitel’nye Materialy [Construction Materials]. 2018. No. 3, pp. 48–49. (In Russian).

1. Bogomolov O.V. A Real Tool of Energy Saving at Construction Industry Enterprises. Stroitel’nye Materialy [Construction Materials]. 2013. No. 3, pр. 14. (In Russian).
2. Bogomolov O.V. Reduce costs of thermal energy. Stroitel’nye Materialy [Construction Materials]. 2012. No. 3, pp. 20. (In Russian).
3. Bogomolov O.V. A Experience of Energy Saving at Industrial Enterprises. Stroitel’nye Materialy [Construction Materials]. 2014. No. 5, pр. 28–29. (In Russian).
4. Patent RF 2591217. Sposob teplovlazhnostnoi obrabotki betonnykh izdelii [Way of heatmoist processing of concrete products]. Bogomolov O.V., Malyshev A.A. Declared 10.06.2015. Published 20.07.2016. Bulletin No. 20. (In Russian).
5. Patent RF 2598667. Sposob polucheniya teplonositelya dlya teplovlazhnostnoi obrabotki betonnykh i zhelezobetonnykh izdelii [A way of receiving the heat carrier for heatmoist processing of concrete and concrete goods] Bogomolov O.V., Malyshev A.A., Gavril’chuk V.A., Suvorov A.A., Kovshov A.P. Declared 27.08.2015. Published 27.09.2016. Bulletin No. 27. (In Russian).
International Experience in Production of Reinforced Concrete Products with Nordimpianti (Information).... 50
T.A. MATSEEVICH, Doctor of Sciences (Physics and Mathematics) (; A.A. ASKADSKII, Doctor of Sciences (Chemistry) (
1 National Research Moscow State University of Civil Engineering (26, Yaroslavskoe Highway, Moscow, 129337, Russian Federation)
2 A.N. Nesmeyanov Institute of Organoelement Compounds of Russian Academy of Sciences (INEOS RAS) (28, Vavilova Street, Moscow, 119991, Russian Federetion)

Decking: Structure, Manufactoring, Properties. Part 2. Theral Properies, Water absorption, Abrasion, Hardness, Resistance to Climatic Influences, the use of Recycled Polymers Literature data and results of own studies of thermal properties, water absorption, wearing property, hardness and resistance of terrace boards to climatic impacts are stated. The possibilities to use secondary polymers as binders are briefly analyzed. Terrace boards are made of wood-polymer composites. Main matrix polymers are polyvinylchloride, polyethylene, and polypropylene. Studies show that terrace boards of the Savewood Company on the basis of PVC have the following characteristics: softening temperature – about 200 Cо, coefficient of linear thermal expansion measured along the length of a sample – 20.8–27.1 К-1.10-6, water absorption – 1.25%, Brinell hardness – 580 MPa. The material has a high resistance to climatic impacts. Practically all parameters of the terrace board on the basis of polyvinylchloride are superior to similar products where the matrix polymer is polyethylene or polypropylene.

Keywords: decking boards, wood-polymer composites, thermal properties, water absorption, abrasion, hardness, climatic influences, recycled polymers, polyvinylchloride, polyethylene, polypropylene.

For citation: Matseevich T.A., Askadskii A.A. Decking: structure, manufacturing, properties. Part 2. Тhermal properties, water absorption, abrasion, hardness, resistance to climatic influences, the use of recycled polymers. Stroitel’nye Materialy [Construction Materials]. 2018. No. 3, pp. 55–61. (In Russian).

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23. Matseyevich T.A., Askadskiy A.A. Terrace boards: structure, production, properties. Part 1. Mechanical properties. Stroitel’nye materialy [Constructijn Materials]. 2018. No. 1–2, pp. 101–105. (In Russian).
24. Askadskiy A.A., Matseyevich T.A., Popova M.N. Vtorichnye polimernye materialy (mehanicheskie i bar’ernye svojstva, plastifikacija, smesi i nanokompozity) [Secondary polymeric materials (mechanical and barrier properties, plasticization, mixes and nanocomposites)]. Moscow: ASV. 2017. 496 p.
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G.I. GRINFELD1, Engineer, Executive Director; A.A. VISHNEVSKY2, Candidate of Sciences (Engineering) (; A.S. SMIRNOVA1, Engineer, Assistant Executive Director
1 National Association of Autoclaved Aerated Concrete Producers (40A, Oktyabrskaya Embankment, Saint-Petersburg, 193091, Russian Federation)
2 Ural Federal University named after the first President of Russia B.N. Yeltsin (19, Mira Street, Yekaterinburg, 620002, Russian Federation)

Production of Autoclaved Aerated Concrete in Russia in 2017 Volumes of the production of autoclaved aerated concrete in Russia are shown; the dynamics of production of aerated concrete in 2012–2017 is traced. The analysis of production capacities for producing the autoclaved aerated concrete by workload is presented. The structure of release of products made of autoclaved aerated concrete by types (reinforced, for stone masonry), by brands of average density (from D200 up to D800) is given. It is shown that the production of aerated concrete reduced less than the production of other piece materials (by 2.2% comparing with 2016), and the shear of aerated concrete at the market of wall materials increased even more. The analysis of the dynamics of output costs is made, their reduction and the subsequent stagnation in 2013–2018 are shown. It is concluded that the volumes of production of autoclaved aerated concrete retain a high correlation with the volumes of housing construction and their share at the market of piece materials.

Keywords: autoclaved aerated concrete, cellular concrete, statistics, production volume, output prediction.

For citation: Grinfeld G.I., Vishnevsky A.A., Smirnova A.S. Production of autoclaved aerated concrete in Russia in 2017. Stroitel’nye Materialy [Construction Materials]. 2018. No. 3, pp. 62–64. (In Russian).

1. Vishnevsky A.A., Grinfeld G.I., Kulikova N.O. Analysis of Autoclaved Aerated Concrete Market of Russia. Stroitel’nye Materialy [Construction Materials]. 2013. No. 7, pp. 40–44. (In Russian).
2. Vishnevsky A.A., Grinfeld G.I., Smirnova A.S. Production of Autoclaved Aerated Concrete in Russia. Stroitel’nye Materialy [Construction Materials]. 2015. No. 6, pp. 52–54. (In Russian).
3. Vishnevsky A.A., Grinfeld G.I., Smirnova A.S. Manufacture of Autoclaved Aerocrete. Results of 2015. Forecast for 2016. Stroitel’nye Materialy [Construction Materials]. 2016. No. 5, pp. 4–8. (In Russian).
4. Vishnevsky A.A., Grinfeld G.I., Smirnova A.S. Russian Market of Autoclave Gas Concrete . Results of 2016. Stroitel’nye Materialy [Construction Materials]. 2017. No. 5, pp. 49–51. (In Russian).
N.S. SOKOLOV1,2, Candidate of Sciences (Engineering), Director (,
1 OOO NPF «FORST» (109a, Kalinina Street, Cheboksary,428000, Chuvash Republic, Russian Federation)
2 I.N. Ulianov Chuvash State University (15, Moskovsky Avenue, Cheboksary, 428015, Chuvash Republic, Russian Federation)

Research and Development of Pulse Current Generator (PCG) for Installation of Bored Piles The impulse-discharge technology of installation of bored-injection piles opens a new direction in geotechnical construction. Due to its specific qualities, it is an original technology. Unlike other technologies, it makes it possible to install bored-injection piles with an increased bearing capacity. The originality of this technology is the use of pulse current generators to create an electro-hydraulic effect in a borehole drilled and filled with fine-grained concrete. The technology of bored piles with the help of a pulse generator improves reliability and electrical safety by reducing the operating voltage. While forming a high-energy pulse, conditions are created under which a shock wave is formed and developed in the form of an electrohydraulic effect in a medium of fine-grained concrete on the ground of the walls of a borehole. The generator of pulse current and high-voltage discharger are a uniform construction. At the same time, PCG is an electric energy storage device, and the discharger discharges this energy in the form of an electrohydraulic effect. This creates a pile-ERT with increased values of the bearing capacity on the ground. PCG is widely used in geotechnical practice for new construction and reconstruction. Being a unique tool for the installation of piles-ERT and cementation of bases, the generator of impulse currents has a wide practical significance in construction.

Keywords: capacitor bank, working voltage, coaxial cable КВИМ, step voltage, PCG, bored pile, impulse-discharge technology (IDT), multi-site broadenings.

For citation: Sokolov N.S. Research and development of pulse current generator (PCG) for installation of bored piles. Stroitel’nye Materialy [Construction Materials]. 2018. No. 3, pp. 65–69. (In Russian).

1. Patent RF 2250957. Sposob vozvedeniya nabivnoi svai [The method of1production of a stuffed pile]. Sokolov N.S., Tavrin V.Yu., Abramushkin V.A. Declared 14.07.2003. Published 27.04. 2005. Bulletin No. 12. (In Russian).
2. Gayduk V. N., Shmigel V. N. Praktikum po elektrotekhnologii [Workshop on electrotechnology]. Moscow: Agropromizdat. 1989.175 p.
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5. Fryungel F. Impul’snaya tekhnika. Generirovanie i primenenie razryadov, kondensatorov [Impulse technique. Generation and application of discharges, condensers]. Moscow – Leningrad: Energiya. 1965. 488 p.
6. Sokolov N.S., Sokolov S.N., Sokolov A.N. About a wrong way of the device the buroinjektsionnykh of piles with use of electrodigit technology. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2016. No. 11, pp. 20–29. (In Russian).
7. 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).
8. Sokolov N.S., Viktorova S.S., Smirnova G.M., Fedoseeva I.P. Flight augering piles-EDT as a buried reinforced concrete structure. Stroitel’nye Materialy [Construction Materials]. 2017. No. 9, pp. 47–50. (In Russian).
9. Sokolov N.S. Ryabinov V.M. The technology of appliance of continuous flight augering piles with increased bearing capacity. Zhilishnoe Stroitelstvo [Housing Сonstruction]. 2016. No. 9, pp. 11–14. (In Russian).
10. 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).
11. Sokolov N.S., Ryabinov V.M. About effectiveness of the appliance of continuous flight augering piles with multiple caps using electric-discharge technology. Geotehnika. 2016. No. 2, pp. 28–34. (In Russian).
12. Sokolov N.S., Sokolov S.N., Sokolov A.N. Experience of use the buroinjektsionnykh of piles ERT at elimination of an emergency of the public building. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2016. No. 12, pp. 31–36. (In Russian).
13. 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).
14. 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).
A.M. IBRAGIMOV, Doctor of Sciences (Engineering) (, A.V. LIPENINA, Student ( National Research Moscow State University of Civil Engineering (26, Yaroslavskoe Highway, Moscow, 129337, Russian Federation)

Design of the Blast Furnace Wall Structure Made of Efficient Materials. Part 1. Statement of a Problem and Calculation Prerequisites Typical multilayered wallings of the blast furnace are considered. The description of layers which are a part of these structures is presented. The main attention is paid to the lining layer. The process of iron smelting and temperature conditions in characteristic layers of the internal environment of the blast furnace are briefly described. On the basis of the A.V. Lykov’s theory, the initial equations describing the interconnected heat and mass transfers in the solid body in relation to the set task – an adequate description of processes with the purpose of further design of the multilayer walling of the blast furnace – have been analyzed. A priory, from a mathematical point of view, the enclosing structure is considered as an unlimited plate.

Keywords: blast furnace, multilayered structures, lining layer, heat and mass transfer, mathematical model.

For citation: Ibragimov A.M., Lipenina A.V. Design of the blast furnace wall structure made of efficient materials. Part 1. Statement of a problem and calculation prerequisites. Stroitel’nye Materialy [Construction Materials]. 2018. No. 1–2, pp. 70–74. (In Russian).

1. Kushnarev A.V., Visloguzova E.A., Mironov K.V., Baranov E.N. Refractories for lining gutters of foundries of blast furnaces. Novye ogneupory. 2014. No. 5, pp. 5–7. (In Russian).
2. Fomenko A.P., Nemushkin S.V., Klochok A.V. Experience in the use of refractory low-cement concretes for lining the gutters of blast furnaces of the Zaporozhstal Combine. Stal’. 2013. No. 10, pp. 26–28. (In Russian).
3. Kurunov I.F., Loginov V.N., Lyapin S.S., Polyakov N.S., Titov V.N. New technological solutions for the protection of the furnace lining of blast furnaces. Metallurg. 2007. No. 8, pp. 53–57. (In Russian).
4. Bol’shoi tolkovyi slovar’ russkogo yazyka / Gl. red. Kuznetsov S.A. [Great Dictionary of the Russian language / Ch. Ed. Kuznetsov S.A.]. Saint Petersburg: Norint. 2001. 1563 p.
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6. Fedosov S.V., Kotlov V.G., Aloyan R.M., Yasinski F.N., Bochkov M.V. Simulation of heat-mass transfer in the gas-solid system at dowel joints of timber structures elements. Part 2. Dynamics of temperature fields at arbitrary law of changes of air environment temperature. Stroitel’nye Materialy [Construction Materials]. 2014. No. 8, pp. 73–79. (In Russian).
7. Fedosov S.V., Gnedina L.Yu. Non-stationary heat transfer in a multilayered enclosing structure. In the book. Problems of construction thermophysics of microclimate and energy-saving systems in buildings: Collection of reports of IV scientific-practical conference. Moscow. April 27–29, 1999, pp. 343–348. (In Russian).
8. Bol’shakova N.V. Energy and resource saving in hightemperature furnaces with a false casing. Izvestiya MGTU «MAMI». 2013. No. 3 (17). Vol. 2, pp. 79–85. (In Russian).
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M.A. GAZIEV, Candidate of Sciences (Enginering) ( Grozny State Oil Technical University named after acad. M.D. Millionshchikov (100, Isaev Street, Grozny, Chechen Republic 364061, Russian Federation)

An Empirical Method for Calculating Wetness-Carbonization Stresses Emerges in Panels of Aerated Concrete, with Considering its Rheological Properties The problem of estimating the shrinkage stresses taking the creep into account arising in the outer layers of the wall panels made of aerated concrete with a contemporaneous action of wetness and carbonization processes is considered. A practical calculation method is proposed for the determination of these stresses. The method is based on the classical approach and principles developed by Aleksandrovsky and Arutunyan for solving applied problems in the theory of creep but with considering the influence of wetness and carbonization on shrinkage, creep and stress relieving of autoclaved aerated concrete. The calculations performed by this method made it possible for the first time to obtain information about the development of intrinsic stresses in cellular concrete wall panels. This method allows also to determine their limiting total values at which shrinkage cracks can form on the surface of the wall panels and calculate their depth. This gives us the opportunity to develop technological and constructive activities aimed to improve the longevity of the aerated concrete wares.

Keywords: aerated concrete, carbonization, shrinkage stresses, creeping, stress relieving, crack resistance, longevity.

For citation: Gaziev M.A. An empirical method for calculating wetness-carbonization stresses emerges in panels of aerated concrete, with considering its rheological properties. Stroitel’nye Materialy [Construction Materials]. 2018. No. 3, pp. 75–79. (In Russian).

1. Aleksandrovsky S.V. Raschet betonnyh i zhelezobetonnyh konstrukcij na izmenenija temperatury i vlazhnosti s uchetom polzuchesti [Сalculation of concrete and reinforced concrete structures for temperature and humidity changes taking into account creep]. Moscow: Stroyizdat. 1973. 417 p.
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9. Silenkov E.S., Bataev D.K.-S., Madziev H.N., Gaziev M.A. Povyshenie dolgovechnosti konstruktsii i izdelii iz melkozernistykh yacheistykh betonov pri ekspluatatsionnykh vozdeistviyakh [Increase of durability of building structures made from fine-grained concrete under operational impacts]. Grozny. 2015. 355 p.
10. Slavcheva G.S., Chernyshov E.M. Algorithm for designing the structure of cement foam concrete by the complex of defined properties. Stroitel’nye Materialy [Construction Materials]. 2016. No. 9, pp. 58–64. (In Russian).
11. Chernyshov E.M. Slavcheva G.S. Management of operational deformation and crack resistance of macro-porous (cellular) concrete, Part 1. The context of the problem and theory questions. Stroitel’nye Materialy [Construction Materials]. 2014. No. 1, pp. 105–112. (In Russian).
12. Bataev D.K.-S., Gaziev M.A., Pinsker V.A., Chepurnenko A.S. The theory of shrinkage stress calculation in aerated concrete wall panels under carbonizing processes taking into account creep. Vestnik MGSU. 2016. No. 12, pp. 11–22. (In Russian).
13. Apkarov Sh.I., Bataev D.K.-S., Gaziev M.A., Majiev H.N. Estimation of crack resistance of aerated concrete products in humid and carbonizing deformations taking into account stress relaxation. Vestnik DSTU. 2017. Vol. 44. No. 2, pp. 151–161. (In Russian).
14. Gaziev M.A., Florova M.R. Karbonizatsiya i polzuchest’ gazozolobetona v panelyakh zhilykh zdanii na srednem Urale / V kn. Vliyanie klimaticheskikh uslovii i rezhimov nagruzheniya na deformatsii i prochnost’ konstruktsionnykh betonov i elementov zhelezobetonnykh konstruktsii [Carbonation and creep of aerated concrete in panels of residential buildings in the Middle Urals / In the book. Influence of climatic conditions and loading regimes on deformation and strength of structural concretes and elements of reinforced concrete structures]. Tbilisi. 1985, pp. 15–16. (In Russian).
15. Gaziev M.A. Stress Relaxation in autoclaved aerated concrete taking into account their aging due to carbonation. Performance of composite building materials under the impact of various operational factors: Interuniversity collection. Kazan 1985, pp. 44–46. (In Russian).
16. Batayev D.K.-S., Majiev H.N., Murtazaev S.-A.Yu., Gaziev M.A. Relaxation of compressive stresses in finegrained aerated concrete. Modern building materials, technologies and structures. Materials of the International Scientific and Practical Conference, dedicated to the 95th anniversary of the Grozny State Oil Technical University named after Academician M.D. Millionshchikov. Grozny. March 24–26, 2015, pp. 166–171. (In Russian).
17. Fedin A.A. Nauchno- tehnicheskie osnovy proizvodstva i primenenija silikatnogo jacheistogo betona [Scientific and technical bases of production and application of silicate aerated concrete]. Moscow: Publishing GASIS. 2002. 264 p.
S.V. ANISIMOVA1, Candidate of Sciences (Chemistry); Yu.N. SHURYGINA2, Chemist, S.M. PAVLIKOVA2, Chemist; A.E. KORSHUNOV1, Magister (
1 Nizhny Novgorod State University of Architecture and Civil Engineering (65, Il’inskaya Street, Nizhny Novgorod, 603950, Russian Federation)
2 OOO “Homa Company” (4, Industrial zone, Dzerzhinsk, 606000, Nizhny Novgorod Oblast, Russian Federation)

Polymeric Water Dispersions in Technologies of Dry Building Mixes Application The joint resultative application of dry building mixes on the basis of mineral binders and polymeric water dispersions of styrene-acrylic copolymers is substantiated. Criteria for the selection of a type of polymeric products when using them as primers for mineral surfaces, water-repellent impregnators and solvents for dry building mixes of special purposes (waterproofing coatings and polymer-cement glue compositions) are formulated. Materials recommended for each solved problem differ in the composition of copolymers and have certain indicators. Available test methods and assessment results of the main operational properties of the coatings and compositions obtained are presented. The use of polymeric water dispersions confirmed by studies is efficient in technologies of works with dry building mixes meeting the modern construction requirements.

Keywords: dry building mixes, styrene-acrylic dispersions, building primers, polymer-cement glues, elastic waterproofing.

For citation: Anisimova S.V., Shurygina Yu.N., Pavlikova S.M., Korshunova A.E. Polymeric Water dispersions in technologies of dry building mixes application. Stroitel’nye Materialy [Construction Materials]. 2018. No. 3, pp. 80–84. (In Russian).

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