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Development of Building Materials Based on Polyvinyl Chloride and Epoxy Polymers

Number of journal: 11-2024
Autors:

Khozin V.G.,
Abdrakhmanova L.A.,
Nizamov R.K.

DOI: https://doi.org/10.31659/0585-430X-2024-830-11-55-62
УДК: 691.175.5/8

 

AbstractAbout AuthorsReferences
The development of production and application of polymers depends on the need to solve many problems, such as safety, health and food, communications, climate, etc. Construction can be singled out in the first place - this is a large field where new materials are used, including polymers. It is polymers that give freedom of creativity to architects, designers of building structures and structures. Polymer materials are not only the industry of synthetic polymers, but also a promising branch of the construction industry. The basis of all polymer construction products is a small list of basic, primarily large-tonnage polymers. Among thermoplastic polymers - this is polyvinyl chloride. Epoxy polymers, although they do not belong to large-tonnage polymers, but the breadth of their application in construction is extremely wide, due to their manufacturability and unrivaled adhesion to all building materials. The range of properties of materials made of polyvinyl chloride and epoxy polymers is so wide that they allow satisfying the most diverse functional requirements. The directions developed at the Department of Technology of Building Materials, Products and Structures (TSMIK) to promote polymer products in the construction industry are connected with materials based on these two polymers. The article briefly describes the main achievements of the department staff in the field of modification of polyvinyl chloride and epoxy polymers, reveals the problems and prospects of further research, new possibilities and boundaries of their effective application.
V.G. KHOZIN, Doctor of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.),
L.A. ABDRAKHMANOVA, Doctor of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.),
R.K. NIZAMOV, Doctor of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)

Kazan State University of Architecture and Engineering (1, Zelenaya Street, Kazan, 420043, Russian Federation)

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For citation: Khozin V.G., Abdrakhmanova L.A., Nizamov R.K. Development of building materials based on polyvinyl chloride and epoxy polymers. Stroitel'nye Materialy [Construction Materials]. 2024. No. 11, pp. 55–62. (In Russian). https://doi.org/10.31659/0585-430X-2024-830-11-55-62

Developments of the UralNIIstrom Institute in the field of technologies and equipment for enrichment of vermiculite ores and production of expanded vermiculite

Number of journal: 11-2024
Autors:

Akhtyamov R.Ya.

DOI: https://doi.org/10.31659/0585-430X-2024-830-11-48-54
УДК: 622.367.8

 

AbstractAbout AuthorsReferences
Vermiculite deposits are a heterogeneous array of micaceous minerals of varying degrees of hydration with a significant number of host rocks.The development of technology and equipment for both the enrichment of vermiculite ores and for the swelling of vermiculite and hydrosludes should be carried out taking into account their mineralogical features and the composition of the host rocks. The UralNIIstrom Institute has developed a series of installations for the enrichment of vermiculite ores and the production of expanded vermiculite. The developed installations are successfully operated in the Russian Federation/ and abroad.
R.Ya. AKHTYAMOV, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)

LLC “Ural Research Institute of Building Materials” (5, bldg. 5, Stalevarov Street, Chelyabinsk, 454047, Russian Federation)

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For citation: Akhtyamov R.Ya. Developments of the UralNIIstrom Institute in the field of technologies and equipment for enrichment of vermiculite ores and production of expanded vermiculite. Stroitel'nye Materialy [Construction Materials]. 2024. No. 11, pp. 48–54. (In Russian). https://doi.org/10.31659/0585-430X-2024-830-11-48-54

Features of Accelerated Carbonization of Concrete Based on Alkaline-Alkaline Earth Binders

Number of journal: 11-2024
Autors:

Fedorov P.A.

DOI: https://doi.org/10.31659/0585-430X-2024-830-11-40-47
УДК: 624: 691

 

AbstractAbout AuthorsReferences
Studies of the resistance of concretes based on alkali-alkaline earth binders to carbonation are of significant scientific and practical interest in connection with the development of technologies for reducing the carbon footprint in building materials science. These technologies make it possible to ensure the disposal of industrial waste in construction and reduce the use of Portland cement. The article presents the results of a study of the features of the accelerated carbonation of concrete based on dust removal from the mineral wool production cupola at a carbon dioxide concentration of 10% vol. d. Samples with a water-cement ratio of 0.45, 0.55, 0.60 were tested. An aqueous solution of caustic soda with a concentration of 6 mol/l was used as an alkaline activator. It is established that the carbonation rate of the samples has a damping character and is expressed as a power function of the carbonization depth over time. The results of changes in compressive strength before and after carbonation are presented, showing an increase in residual compressive strength due to the use of a low-base binder. The main product of accelerated carbonation is nahcolite.
P.A. FEDOROV, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)

Ufa State Petroleum Technological University (1, Kosmonavtov Sreet, Ufa, 450064, Russian Federation)

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For citation: Fedorov P.A. Features of accelerated carbonization of concrete based on alkaline-alkaline earth binders. Stroitel'nye Materialy [Construction Materials]. 2024. No. 11, pp. 40–47. (In Russian). https://doi.org/10.31659/0585-430X-2024-830-11-40-47

Quality Control of Monolithic Concrete Placement in a Structure with a Non-Removable Steel-Fiber Concrete Formwork

Number of journal: 11-2024
Autors:

Korotkikh D.N.,
Dorf V.A.,
Kapustin D.E.,
Zeid Kilani L.Z.

DOI: https://doi.org/10.31659/0585-430X-2024-830-11-31-39
УДК: 69.04

 

AbstractAbout AuthorsReferences
Currently, permanent formwork made of high-strength steel fiber concrete (hereinafter SFB) is used in the construction of structures of nuclear power plants (hereinafter NPP). The use of reinforced formwork blocks with permanent formwork from SFB makes it possible to implement a precast-monolithic construction method, significantly increasing the speed of erection of blocks. At the same time, the use of this technology leads to problems of quality control of the laying of monolithic concrete, where it is hidden inside an armored block with permanent formwork. Experimental studies have been carried out to search for defects of various types and sizes inside the formwork block using the main methods of concrete flaw detection: through ultrasonic sounding, ultrasound tomography, radiography (georadar). Recommendations are given on ways to control the quality of monolithic concrete placement. It has been established that the most suitable method of control is ultrasound tomography, which allows to identify a defect behind a permanent steel-reinforced concrete formwork.
D.N.KOROTKIKH1,2, Doctor of Sciences (Engineering), Professor;
V.A. DORF1, Candidate of Sciences (Engineering);
D.E. KAPUSTIN1,2, Candidate of Sciences (Engineering),
L.Z. ZEID KILANI1,2, Engineer

1 Joint Stock Company “Institute Orgenergostroy” (build. 10, 7, Derbenevskaya embankment, Moscow, 115114, Russian Federation)
2 National Research Moscow State University of Civil Engineering (26, Yaroslavskoe Highway, Moscow, 129337, Russian Federation)

1. Dorf V.A., Krasnovsky R.O., Kapustin D.E. On the way to the implementation of technology for the construction of buildings and structures of nuclear power plants from reinforcement and formwork block with permanent steel-fiber concrete formwork. Information and analytical journal “Stroitel’stvo v atomnoy otrasli”. 2020. No. 1, pp. 47–54. (In Russian).
2. Kapustin D.E. Strength and deformation characteristics of permanent steel-fiber concrete formwork as a bearing element of reinforced concrete structures. Dis. … Candidate of Sciences (Engineering). Moscow. 2015. 211 p. (In Russian).
3. Kapustin D., Krasnovsky R., Kiliani L.Z. Stress-strain behavior (SSB) of steel fiber concrete. American Concrete Institute. ACI Special Publication. Vol. 326. Moscow, 06–07 June 2018.
4. AP1000 Design Control Document (rev. 18). Tier 2 Chapter 3. Design of Structures, Components, Equip. & Systems – Section 3.8 Design of Category I Structures. «Nuclear Regulatory Commission» (NRC). USA. 206 p. https://www.nrc.gov/docs/ML1034/ML103480517.pdf
5. Patent No. 2653211 C2 Russian Federation, IPC E07B 1/16, E04B 4/16. Sposob podgotovki k kontrolu kachestva monolitnogo betona v sborno-monolitnykh stenakh s elementami nesemnoi zhelezobetonnoi opalubki [Method for preparing quality control of monolithic concrete in prefabricated monolithic walls with elements of non-removable reinforced concrete formwork]: No. 2016131754. Declared 1.08.2016. Published 07.05.2018. N.I. Fomin; Applicant Federal State-owned Autonomous Institution of Higher Education “Ural Federal University named after the first President of Russia B.N. Yeltsin”. (In Russian).
6. Mochko A., Mochko M., Andreev V.I. Verification the quality of concrete in existing structures. Technologies of European standards. Vestnik MGSU. 2019. Vol. 14. No. 8, pp. 967–975. (In Russian). https://doi.org/10.22227/1997-0935.2019.8.967-975
7. Patent No. 2572103 C1 Russian Federation, IPC G01N 29/07, E04G 9/00. Sposob kontrolya ukladki betonnoi smesi [Method for controlling the placement of concrete mix]: No. 2014125887/03. Declared 26.06.2014. Published 27.12.2015. V.A. Dorf, R.O. Krasnovsky, D.E. Kapustin, R.R. Nuriev. Applicant Closed Joint Stock Company “Institute “Orgenergostroy”. (In Russian).
8. Pivovarov V. A. Metrological support of concrete flaw detection. Al’manakh sovremennoi metrologii. 2022. No. 4 (32), pp. 59–67. (In Russian). EDN: WXNFKP
9. Zhussupbekov A., Iwasaki Y., Eun Chul Shin, Shakirova N. Control and quality of piles by non-destructive express methods: low strain method and cross-hole sonic logging. International Journal for Computational Civil and Structural Engineering. 2019. Vol. 15. No. 1, pp. 171–180. https://doi.org/10.22337/2587-9618-2019-15-1-171-180
10. Zerkal’ E.O., Kalashnikov A.Yu., Lapshinov A.E., Tyutyunkov A.I. Identification of internal defects of concreting in the body of a monolithic foundation plate according to the data of a georadiolocation survey. Vestnik MGSU. 2020. Vol. 15. No. 7, pp. 980–987. EDN: TLTHRM. https://doi.org/10.22227/1997-0935.2020.7.980-987
11. Wendrich A., Trela C., Krause M., Maierhofer C., Effner U., Wöstmann J. Location of voids in masonry structures by using radar and ultrasonic traveltime tomography. ECNDT. 2006. Tu.3.2.5. 11 p. https://www.ndt.net/article/ecndt2006/doc/Tu.3.2.5.pdf
12. Kapustin V.V., Khmelnitsky A.Yu., Bakaykin D.V. On the possibility of using inhomogeneous electromagnetic waves for the study of foundation structures. Vestnik of the Moscow University. Series 4: Geology. 2011. No. 4, pp. 52–55. EDN: NXQUED
13. Lapshinov A.E., Kalashnikov A.Yu. Inspection of the technical condition of the foundation plate reinforced with glass composite reinforcement using georadar. Inspection of buildings and structures: problems and ways to solve them: IX International Scientific and Practical Conference. 2018. pp. 133–139. (In Russian). EDN: YYXQQP
14. Shuvalov A.N., Lapshinov A.E., Zheletdinov R.R., Zerkal’ E.O. Comparison of ultrasonic and GPR methods for investigation of reinforced concrete columns. BIO Web Conf. Vol. 107. 2024. https://doi.org/10.1051/bioconf/202410706016
15. Sagaidak A.I. Standard for the method of acoustic emission control of concrete and reinforced concrete products and monolithic structures. Beton i zhelezobeton. 2021. No. 3 (605), pp. 19–24. (In Russian). EDN: WGHQQY
16. Arleninov P.D., Krylov S.B., Kalmakova P.S. A system for monitoring the continuity of concrete of steel-reinforced concrete structures based on the thermal imaging method. Academia. Arkhitektura i stroitel’stvo. 2024. No. 2, pp. 150–156. (In Russian). EDN: OANKRU. https://doi.org/10.22337/2077-9038-2024-2-150-156
17. Lapshinov A.E. Quality control of reinforcement of reinforced concrete structures by external reinforcement systems made of composite materials. Perspektivnye nauki. 2022. No. 6 (153), pp. 49–53. EDN: JGYKKI

For citation: Korotkikh D.N., Dorf V.A., Kapustin D.E., L.Z. Zeid Kilani. Quality control of monolithic concrete placement in a structure with a non-removable steel-fiber concrete formwork. Stroitel'nye Materialy [Construction Materials]. 2024. No. 11, pp. 31–39. (In Russian). https://doi.org/10.31659/0585-430X-2024-830-11-31-39

Prospects for the Bottom Ash from Hydraulic Removal use if in Dry Building Mixtures. Part 2

Number of journal: 11-2024
Autors:

Petropavlovskii K.S.,
Novichenkova T.B.,
Petropavlovskaya V.B.
Al-Sweity M.

DOI: https://doi.org/10.31659/0585-430X-2024-830-11-25-30
УДК: 666.9.031

 

AbstractAbout AuthorsReferences
Improving the quality of construction gypsum mixtures will be determined by a number of their advantages, which determine their performance characteristics. This makes it possible to solve a number of problems related to creating a comfortable living environment, reducing the carbon footprint, ensuring energy efficiency of construction technologies and constructed facilities without damaging the environment. These problems can be solved by recycling waste from thermal power plants and products based on them in the production of modified gypsum general construction mixtures. The article examines the possibilities of using activated carbon fractions isolated from hydraulic ash waste to improve the performance properties of gypsum dry building mixtures. An overview of existing methods of using ash and slag waste in the production of binders and their disadvantages is presented. The need for innovative methods for assessing and selecting the granulometric composition of modified mixtures is substantiated. The granulometric composition of the original gypsum binder and isolated carbon fractions, which have a special internal structure, are studied. Experimental results show that modified gypsum mixtures with a carbon modifier and a selected granulometric composition provide high quality materials based on them. The work represents a valuable contribution to the use of carbon fractions of hydraulic ash waste in the production of building mixtures, opening up new opportunities for the effective processing of ash and slag waste from thermal power plants and protection from man-made pollution of the natural environment.
K.S. PETROPAVLOVSKII, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.),
T.B. NOVICHENKOVA, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.),
V.B. PETROPAVLOVSKAYA, Doctor of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.),
M. AL-SWEITY, Engineer (This email address is being protected from spambots. You need JavaScript enabled to view it.)

Tver State Technical University (22, Afanasiya Nikitina, Tver, 170026, Russian Federation)

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8. Sulman M.G., Delitsyn L.M., Popel O.S., Kulumbegov R.V., Petropavlovskaya V.B., Chalov K.V. Complex processing of ash and slag waste from coal-fired power plants to obtain valuable products in demand in various industries. Chemreaktor-25: Collection of abstracts of the XXV International Conference on Chemical Reactors. Novosibirsk. 2023, рр. 113–114. (In Russian).
9. Петропавловская В.Б., Завадько М.Ю., Новиченкова Т.Б., Петропавловский К.С., Бурьянов А.Ф. Перспективы применения переработанных топ-ливных золошлаковых отходов гидроудаления в сухих строительных смесях. Ч. 1 // Строительные материалы. 2023. № 4. С. 73–79. https://doi.org/10.31659/0585-430X-2023-812-4-73-79
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For citation: Petropavlovskii K.S., Novichenkova T.B., Petropavlovskaya V.B., Al-Sweity M. Prospects for the bottom ash from hydraulic removal use if in dry building mixtures. Part 2. Stroitel'nye Materialy [Construction Materials]. 2024. No. 11, pp. 25–30. (In Russian). https://doi.org/10.31659/0585-430X-2024-830-11-25-30

Quick Determination of Water Vapor Permeability and Water Vapor Resistance of Plasters and Putties

Number of journal: 11-2024
Autors:

Araslankin S.V.,
Buryanov A.F.

DOI: https://doi.org/10.31659/0585-430X-2024-830-11-4-8
УДК: 533.15:691.555

 

AbstractAbout AuthorsReferences
The existing methods for determining the coefficient of vapor permeability and vapor permeability resistance of plaster and putty materials are characterized by a long time of the experiment.This underlines the need to create a method for accelerated determination of these indicators, taking into account the simplicity of its practical implementation.The paper provides a detailed description of the proposed method, indicating experimental procedures and an algorithm for processing measurement results.The correspondence of the results of the determination of the vapor permeability coefficient by the accelerated method and according to GOST 25898–2020 is shown.
S.V. ARASLANKIN1, General Director (This email address is being protected from spambots. You need JavaScript enabled to view it.);
A.F. BURYANOV2, Doctor of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)

1 «Exponenta» LLC (26A, Stanislavskaya Street, Ruzaevka, Republic of Mordovia, 431448, Russian Federation)
2 National Research Moscow State University of Civil Engineering (26, Yaroslavskoe Highway, Moscow, 129337, Russian Federation)

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For citation: Araslankin S.V., Buryanov A.F. Quick determination of water vapor permeability and water vapor resistance of plasters and putties. Stroitel'nye Materialy [Construction Materials]. 2024. No. 11, pp. 4–8. (In Russian). https://doi.org/10.31659/0585-430X-2024-830-11-4-8

Increasing the Efficiency of Manufacturing Products from Dolerite of the Severo-Buskunskoye Deposit by Gluing them with Polymer Composites

Number of journal: 10-2024
Autors:

Simakov G.N.,
Utarbaev R.M.,
Tujsina G.R.

DOI: https://doi.org/10.31659/0585-430X-2024-829-10-75-79
УДК: 691.21:686.126.5

 

AbstractAbout AuthorsReferences
The North Buskun dolerite deposit is located 10 km from Sibai RB. This deposit belongs to highly decorative stones, which is due to the uniformity and saturation of its black color and good polishability. At the same time, the main disadvantage of the North Baksan deposit is the low yield of usable products from mined blocks, which is approximately 35% of the extracted stone. The paper examines the types of cracks on the dolerite and the possibility of gluing them with polyester-based glue. It has been established that sawn blanks do not break through glued small cracks when they are ground and polished on a knee-lever machine. At the same time, frost resistance, color, tonality, uniformity, quality of polishing and stuffing of drawings on glued blanks with small cracks practically did not differ from the indicated quality indicators in areas of dolerite without defects.The restoration of the quality indicators of the dolerite of the North Baksan deposit due to the gluing of small cracks with polymer composites ensured an increase in the yield of usable products from 35 to 85%.
G.N. SIMAKOV, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.),
R.M. UTARBAEV, Senior Lecturer (This email address is being protected from spambots. You need JavaScript enabled to view it.),
G.R. TUJSINA, Candidate of Sciences (Pedagogical) (This email address is being protected from spambots. You need JavaScript enabled to view it.)

Sibay Institute (branch) – Ufa University of Science and Technology (21, Belova Street, Sibaj, 453830, Respublika Bashkortostan, Russian Federation)

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For citation: Simakov G.N., Utarbaev R.M., Tujsina G.R. Increasing the efficiency of manufacturing products from dolerite of the Severo-Buskunskoye deposit by gluing them with polymer composites. Stroitel'nye Materialy [Construction Materials]. 2024. No. 10, pp. 75–79. (In Russian). https://doi.org/10.31659/0585-430X-2024-829-10-75-79

Corrugated Veneer Panel Thermophysical Properties

Number of journal: 10-2024
Autors:

Galaktionov O.N.,
Suhanov Yu.V.,
Vasilyev A.S.,
Kuzmenkov A.A.

DOI: https://doi.org/10.31659/0585-430X-2024-829-10-68-74
УДК: 624.011.1

 

AbstractAbout AuthorsReferences
The article substantiates the need to develop new mechanisms for the hardwood use in modern conditions of Republic of Karelia timber industry. One of the potential uses of birch wood in wooden house construction is building materials production from veneer and slab materials based on it. A large amount of associated waste from processing birch wood into veneer stands out as one of the key problems. A new slab joinery and construction material made of corrugated birch veneer is considered. The purpose of this study is to evaluate the thermophysical properties of a corrugated board made of birch wood. To achieve this goal, the tasks and methods of research are defined. An experimental device has been developed to conduct an experiment to determine the values of thermophysical characteristics. DS18B20 temperature sensors were used to measure the surface temperature, as well as to monitor device operation and the room air temperature. The sensors are connected to the Arduino microcontroller platform, which was used to record and transmit sensor readings. Additionally, the course of the experiment was monitored using a thermal imager Testo 875-1i. During the experiment, more than 1000 measurements were carried out. As a result of data processing, a diagram of the dependence of the density of the heat flux passing through the sample on time, as well as diagrams of the dependence of thermal conductivity and thermal resistance on the temperature difference on the sample surfaces, was obtained. The diagrams show the regression dependences of changes in heat flux density, thermal conductivity and thermal resistance during measurements. The values of the heat flux density, thermal conductivity coefficient and thermal resistance calculated on the basis of regression equations and the values obtained experimentally are determined. The directions of further research of the material under consideration are determined.
O.N. GALAKTIONOV, Doctor of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.),
Yu.V. SUHANOV, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.),
A.S. VASILYEV, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.),
A.A. KUZMENKOV, Candidate of Sciences (Economy), (This email address is being protected from spambots. You need JavaScript enabled to view it.)

State Architectural and Construction University (33, Lenin Street, Petrozavodsk, 185910, Russian Federation)

1. Galaktionov O., Vasiliev A., Sukhanov Y., Lukashevich V. Analysis of the forestry sector in the Republic of Karelia under current economic conditions. E3S Web of Conferences. 2023. Vol. 402, p. 13031. https://doi.org/10.1051/e3sconf/202340213031
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3. Kuzmenkov A., Galaktionov O., Karpov M., & Emelianova E. Wood raw materials and wood waste use for the building materials production (on the example of the Republic of Karelia timber industry). E3S Web of Conferences. 2023. Vol. 458, p. 07025. https://doi.org/10.1051/e3sconf/202345807025
4. Kuzmenkov A., Galaktionov O., Fedorova A., Emelianova E. Possibilities of using wood and wood materials in the construction of the Republic of Karelia. E3S Web of Conferences. 2023. Vol. 389, p. 01013. https://doi.org/10.1051/e3sconf/202338901013
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7. Mergel Ch., Menrad K., Decker T. Which factors influence consumers’ selection of wood as a building material for houses? Canadian Journal of Forest Research. e-First. 2024. https://doi.org/10.1139/cjfr-2023-01972024
8. Huang Y., Hu J., Peng H., Chen J., Wang Y., Zhu R., Yu W., Yahui Zh. A new type of engineered wood product: Cross-laminated-thick veneers. Case Studies in Construction Materials. 2023. Vol. 20, p. e02753. https://doi.org/20. 10.1016/j.cscm.2023.e02753
9. Joensuu T., Tuominen E., Vinha J., Saari A. Methodological aspects in assessing the whole-life global warming potential of wood-based building materials: Comparing exterior wall structures insulated with wood shavings. Environmental Research: Infrastructure and Sustainability. 2023. Vol. 3. Iss. 4. 045002. https://doi.org/10.1088/2634-4505/acfbaf
10. Pramreiter M., Nenning T., Huber Ch., Müller U., Kromoser B., Mayencourt P., Konnerth J. A review of the resource efficiency and mechanical performance of commercial wood-based building materials. Sustainable Materials and Technologies. 2023. Vol. 38, p. e00728. https://doi.org/10.1016/j.susmat.2023.e00728
11. Сусоева И.В., Вахнина Т.Н., Титунин А.А., Румянцева В.Е. Технологические факторы и свойства теплоизоляционных плит из растительных наполнителей // Известия высших учебных заведений. Лесной журнал. 2022. № 4 (388). С. 185–197. https://doi.org/10.37482/0536-1036-2022-4-185-197
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13. Karachentseva I., Kuzmenkov A., Kaychenov A., Voronin Z. Energy-efficient building materials for Arctic conditions as a criterion for “green building”. E3S Web of Conferences. 2023. Vol. 383. 04075. https://doi.org/10.1051/e3sconf/202338304075
14. Кузьменков А.А., Караченцева Я.М., Дербенёв А.В. Обоснование конструктивных и технологических решений экспериментального деревянного малоэтажного здания с учетом принципов «зеленого строительства» // Resources and Technology. 2021. Т. 18. № 1. С. 66–93. https://doi.org/10.15393/j2.art.2021.5522
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16. Бакатович А.А., Бакатович Н.В., Пенкрат А.Н. Фракционный состав измельченной сосновой коры и вид вяжущего компонента как основные факторы, влияющие на коэффициент тепло-проводности теплоизоляционных плит // Вестник Полоцкого государственного университета. Сер. F, Строительство. Прикладные науки. 2022. № 8. С. 38–45. https://doi.org/10.52928/2070-1683-2022-31-8-38-45
16. Bakatovich А.A., Bakatovich N.V., Penkrat A.N. The fractional composition of crushed pine bark and the type of binder component as the main factors affecting the thermal conductivity coefficient of thermal insulation plates. Vestnik of Polotsk State University. Series F. Construction. Applied Sciences. 2022. Vol. 31, pp. 38–45. https://doi.org/10.52928/2070-1683-2022-31-8-38-45
17. Buryachenko S., Voronin Z., Karachentseva I., Kuzmenkov A., Popova O. Factors influencing the rating of low-rise wooden houses as “green” buildings. E3S Web of Conferences. 2021. Vol. 263, p. 05018. https://doi.org/10.1051/e3sconf/202126305018
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20. The patent Russian Federation for a utility model RU 220698 U1. Panel’ gofroshponnaya [Corrugated panel].Galaktionov O.N., Sukhanov Yu.V., Vasil’ev A.S., Vasil’ev A.A., Potakhin A.G. Declared 22.05.2023. Published 28.09.2023. Bulletin No. 28. (In Russian).
21. Патент РФ на изобретение RU 2808051 C1. Способ изготовления панели гофрошпонной / Галактионов О.Н., Суханов Ю.В., Васильев А.С., Васильев А.А., Потахин А.Г. Заявл. 22.05.2023, Опубл. 22.11.2023. Бюл. № 33.
21. The patent of the Russian Federation for the invention RU 2808051 C1. Sposob izgotovleniya paneli gofroshponnoi [Method for manufacturing corrugated veneer panel]. Galaktionov O.N., Sukhanov Yu.V., Vasil’ev A.S., Vasil’ev A.A., Potakhin A.G. Declared 22.05.2023. Published 22.11.2023. Bulletin No. 33. (In Russian).
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23. Kuzmenkov A., Karachentseva I. Refinement of thermal engineering calculations results taking into account actual materials characteristics. E3S Web of Conferences. 2023. Vol. 402, p. 07001. https://doi.org/10.1051/e3sconf/202340207001

For citation: Galaktionov O.N., Suhanov Yu.V., Vasilyev A.S., Kuzmenkov A.A. Corrugated veneer panel thermophysical properties. Stroitel'nye Materialy [Construction Materials]. 2024. No. 10, pp. 68–74. (In Russian). https://doi.org/10.31659/0585-430X-2024-829-10-68-74

Thermal Conductivity of Snow Cover

Number of journal: 10-2024
Autors:

Galkin A.F.,
Pankov V.Yu.,
Vasilieva M.R.

DOI: https://doi.org/10.31659/0585-430X-2024-829-10-62-67
УДК: 551.578.468

 

AbstractAbout AuthorsReferences
Important parameters when using snow as a building material and designing the interaction of engineering structures for various purposes with snow are the density and coefficient of thermal conductivity of the snow cover. The purpose of the article was to evaluate the accuracy of calculating the thermal conductivity coefficient of a two-layer snow cover, depending on the degree of compaction of one of the layers. Two approaches to determining the thermal conductivity coefficient are considered: as a layered structure and as an equivalent homogeneous structure having a constant average density. Classical formulas for determining the coefficient of thermal conductivity from density (Abels formula) and density from the depth of snow cover (Abe formula) were used for calculations. As a result of the analysis and complex variant calculations presented in the form of graphs, the following conclusions are made. With a linear dependence of the thermal conductivity coefficient on the density of snow, the choice of one or another method for calculating the thermal conductivity coefficient of a two-layer snow cover does not matter: an error in calculations will always be zero. With a nonlinear dependence of the thermal conductivity coefficient on the density of snow, the error increases with an increase in the compaction coefficient of one of the layers. For example, with a compaction coefficient of 1.5, the relative calculation error does not exceed 4%. And with an increase in the compaction coefficient to 3.5, the error increases to 31%. That is, it increases almost 8 times. The analysis of the results allowed us to conclude that when compacting one of the layers by less than 2 times (compaction coefficient k<2), the use of the concept of “average density of snow cover” in thermal calculations to determine the thermal resistance of snow cover is quite acceptable. With an increase in the degree of compaction of one of the layers by more than two times, it is necessary to determine the thermal conductivity coefficient of each layer and calculate the total thermal snow cover as the sum of the thermal resistances of the individual layers.
A.F. GALKIN1, Doctor of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.);
V.Yu. PANKOV2, Candidate of Sciences (Geology and Mineralogy) (This email address is being protected from spambots. You need JavaScript enabled to view it.),
M.R. VASLIEVA2, Engineer (This email address is being protected from spambots. You need JavaScript enabled to view it.)

1 Melnikov Permafrost Institute SB RAS (36, Merzlotnaya, Yakutsk, 677010, Russian Federation)
2 North-Eastern Federal University (58, Belinsky str., Yakutsk, 677027, Russian Federation)

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https://doi.org/10.31659/0585-430X-2022-808-11-70-75

For citation: Galkin A.F., Pankov V.Yu., Vasilieva M.R. Thermal conductivity of snow cover. Stroitel'nye Materialy [Construction Materials]. 2024. No. 10, pp. 62–67. (In Russian). https://doi.org/10.31659/0585-430X-2024-829-10-62-67

Investigation of the Effect of Urease Bioadditives on Porosity and Water Absorption of Cement Composites

Number of journal: 10-2024
Autors:

Goncharova М.А.,
Dergunova Е.S.,
Sverdlov А.А.,
Sdvizhkov М.А.,
Chigasov A.V.

DOI: https://doi.org/10.31659/0585-430X-2024-829-10-56-61
УДК: 666.972.16

 

AbstractAbout AuthorsReferences
The results of the application of the biomineralization process in concrete to improve concrete properties such as porosity and water absorption are presented. As a result of the research, an assessment of the activity of various bioadditives based on the Bacillus subtilis strain and isolates isolated from samples of chernozem soil of the Yelets district of the Lipetsk region was given.It was found that the immobilized bacteria slightly differ from the native form in terms of urease activity, however, when stored for more than 50 days. they maintain their activity at a high level, and native microorganisms lose their ability to function, reducing urease activity by 10 times practically to minimum values. It was also revealed that when using Portland cement of various types, there is a decrease in water absorption up to 30%, and porosity decreases up to 40%.The use of different types of fine aggregate also affects porosity, so when using the same parts of sand P1 and P2, porosity is lower than with a homogeneous fine aggregate.It was also noted that all samples had increased strength characteristics – compressive strength and bending strength by 15–25%, respectively. Thus, the use of bioadditives is optimal to achieve improved concrete characteristics.
М.А. GONCHAROVA, Doctor of Sciences (Engineering) д-р. техн. наук (This email address is being protected from spambots. You need JavaScript enabled to view it.),
Е.S. DERGUNOVA, Candidate of Sciences (Chemistry) (This email address is being protected from spambots. You need JavaScript enabled to view it.),
А.А. SVERDLOV, Engineer (This email address is being protected from spambots. You need JavaScript enabled to view it.),
М.А. SDVIZHKOV, Engineer, (This email address is being protected from spambots. You need JavaScript enabled to view it.),
A.V. CHIGASOV, Engineer (This email address is being protected from spambots. You need JavaScript enabled to view it.)

Lipetsk State Technical Univrsity (30, Moskovskaya Street, Lipetsk, 398044, Russian Federation)

1. Prabhath Ranjan Kumar Soda, Asheer Mogal, Kalyan Chakravarthy, Nikhil Thota, Nimish Bandaru, Sanjay Kumar Shukla, Performance assessment of sustainable biocement mortar incorporated with bacteria-encapsulated cement-coated alginate beads. Construction and Building Materials. 2024. Vol. 411. 134198. https://doi.org/10.1016/j.conbuildmat.2023.134198
2. Гончарова М.А., Дергунова Е.С. Реологические характеристики бетонных смесей, модифицированных уреазными биодобавками // Научный журнал строительства и архитектуры. 2024. № 3 (75). С. 55–65. https://doi.org/10.36622/2541-7592.2024.75.3.005
2. Goncharova M.A., Dergunova E.S. Rheological characteristics of concrete mixtures modified with urease additives. Nauchnyi zhurnal stroitel’stva i arkhitektury. 2024. No. 3 (75), pp. 55–65. (In Russian). https://doi.org/10.36622/2541-7592.2024.75.3.005
3. Runzhuo Cao, Junfen Yang, Guoxin Li, Qun Zhou, Mengdie Niu. Durability performance of multi-walled carbon nanotube reinforced ordinary Portland/calcium sulfoaluminate cement composites to sulfuric acid attack at early stage. Materials Today Communications. 2023. Vol. 35. 105748. https://doi.org/10.1016/j.mtcomm.2023.105748
4. Muhammad Khubaib Akhtar, Maria Kanwal, Rao Arsalan Khushnood, Muhammad Basit Ehsan Khan, Assessment of mechanical attributes and microstructural densification of self-healing recycled coarse aggregate concrete using various bacterial immobilizers. Journal of Building Engineering. 2023. Vol. 69. 106229. https://doi.org/10.1016/j.jobe.2023.106229
5. Snigdha P. Bhutange M.V., Latkar Salman Muhammad. A review on the potential challenges in the application of biocementation in cement-based materials, possible solutions and way forward. Materials Today Communications. 2024. Vol. 38. 107986. https://doi.org/10.1016/j.mtcomm.2023.107986
6. Rafaela Cardoso, Lucca Scholler, Mariana M. Pinto, Inês Flores-Colen, Dídia Covas, Experimental analysis of biocementation technique for sealing cracks in concrete water storage tanks. Construction and Building Materials. 2024. Vol. 412. 134854. https://doi.org/10.1016/j.conbuildmat.2023.134854
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For citation: Goncharova М.А., Dergunova Е.S., Sverdlov А.А., Sdvizhkov М.А., Chigasov A.V. Investigation of the effect of urease bioadditives on porosity and water absorption of cement composites. Stroitel'nye Materialy [Construction Materials]. 2024. No. 10, pp. 56–61. (In Russian). https://doi.org/10.31659/0585-430X-2024-829-10-56-61

Improvement of Construction and Technological Properties of Cement Hardening Systems for Building Composites

Number of journal: 10-2024
Autors:

Goncharova М.А.,
Sverdlov А.А.,
Sdvizhkov М.А.,
Chigasov А.V.,
Rybina I.А.

DOI: https://doi.org/10.31659/0585-430X-2024-829-10-51-55
УДК: 666.972.165

 

AbstractAbout AuthorsReferences
The article provides information on the formation of hardening systems of building composites (STSC) as a result of directional structure formation and the involvement of the active component of metallurgical slags. It is shown that the structures of the STSC can be represented as a consequence of formation (design and synthesis) of the structures of the particle addition system of the raw material mixture, and for more complex technologies – as a growth system. The main physico-chemical properties and characteristics of modifying additives for STSC are considered. The influence of slag additives on the main construction and technological properties of hardening systems based on man-made raw materials has been established. Special attention is paid to the kinetics of the grinding capacity of the designed hardening systems of building composites.
М.А.GONCHAROVA1, Doctor of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.),
А.А. SVERDLOV1, Engineer (This email address is being protected from spambots. You need JavaScript enabled to view it.),
М.А. SDVIZHKOV1, Engineer (This email address is being protected from spambots. You need JavaScript enabled to view it.),
А.V. CHIGASOV1, Engineer (This email address is being protected from spambots. You need JavaScript enabled to view it.);
I.А. RYBINA2, Candidate of Sciences (Economics) This email address is being protected from spambots. You need JavaScript enabled to view it.)

1 Lipetsk State Technical University (30, Moskovskaya Street, Lipetsk, 398055, Russian Federation)
2 Finansial University under the Government of the Russian Federation.(49/2, Leningradskiy Avenue, Moscow, 125167, Russian Federation)

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For citation: Goncharova М.А., Sverdlov А.А., Sdvizhkov М.А., Chigasov А.V., Rybina I.А. Improvement of construction and technological properties of cement hardening systems for building composites. Stroitel'nye Materialy [Construction Materials]. 2024. No. 10, pp. 51–55. (In Russian). https://doi.org/10.31659/0585-430X-2024-829-10-51-55 

Investigation of the Effect of Repeated Variable Loads on the Life Cycle of Transport Structures Using Polymer Composite Materials

Number of journal: 10-2024
Autors:

Bondarev B.A.,
Bondarev A.B.,
Zhidkov V.K.,
Borkov P.V.,
Mareeva O.V.,
Popov I.I.

DOI: https://doi.org/10.31659/0585-430X-2024-829-10-47-50
УДК: 624.012.454

 

AbstractAbout AuthorsReferences
The problem of the life cycle of transport structures using polymer composite materials (PCM) is touched upon. It is noted that in the life cycle of transport structures, at the stage of operation, the endurance of structural materials plays a key role. The results of experimental studies of PCM depending on the magnitude of the coefficients of reinforcement with fiberglass reinforcement (SPA) are presented. The influence of the degree of prestress of the SPA on the life cycle of the structural element has been established. It is emphasized that in the study of the life cycle of structures, the coefficient of asymmetry of the external load application cycle is of no small importance. As a result of the study, it was found that with an increase in the coefficient of asymmetry of the application of an external load with a simultaneous increase in the prestress in the SPA, the coefficient of endurance, and, consequently, the life cycle of the element, increases.
B.A. BONDAREV1, Doctor of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.),
A.B. BONDAREV1, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.);
V.K. ZHIDKOV2, Graduate Student (This email address is being protected from spambots. You need JavaScript enabled to view it.);
P.V. BORKOV3, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.),
O.V. MAREEVA3, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.),
I.I. POPOV3, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)

1 Lipetsk State Technical University (30, Moskovskaya Street, Lipetsk, 398055, Russian Federation)
2 Tambov State Technical University (106/5, Sovetskaya Street, Tambov, 392000, Russian Federation)
3 Russian State Agrarian University – K.A. Timiryazev Agricultural Academy (49, Timiryazevskaya Street, Moscow, 127550, Russian Federation)

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For citation: Bondarev B.A., Bondarev A.B., Zhidkov V.K., Borkov P.V., Mareeva O.V., Popov I.I. Investigation of the effect of repeated variable loads on the life cycle of transport structures using polymer composite materials. Stroitel'nye Materialy [Construction Materials]. 2024. No. 10, pp. 47–50. (In Russian). https://doi.org/10.31659/0585-430X-2024-829-10-47-50

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