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Efficient Solution of Reducing Increased Moisture of Clays

Number of journal: 8-2015
Autors:

Klevakin V.A.
Klevakina E.V.
DOI: https://doi.org/10.31659/0585-430X-2015-728-8-60-63
УДК: 622.361.1

 

AbstractAbout AuthorsReferences
The complex organic-mineral polyfunctional aqua-bond “KOMPAS” developed by authors is presented. It is intended for reducing the moisture content of raw materials without the process of their pre-drying. The bond “KOMPAS” is a mixture of cellulose-containing powder and a mineral additive or an organic plasticizer depending on the index of clay plasticity. It is recommended to introduce the additive in the amount of 0.1–0.4% of the total charge mass. On the example of the experience of some brick factories, it is shown that the introduction of the bond “KOMPAS” facilitates more dense packing of particles in the molding composition, improvement in mechanical strength of semi-products and ready-made articles, as well as reducing the open porosity and water absorption. Compositions of the additive for plastic and high plastic clays, moderately plastic and lean clays have been patented.
V.A. KLEVAKIN1, Chief Executive (This email address is being protected from spambots. You need JavaScript enabled to view it.)
E.V. KLEVAKINA2, Engineer

1 NANO KERAMIKA, ООО (18a-25, 50 let SSSR Street, Pervoural’sk, Sverdlovskaja Region, 623103, Russian Federation)
2 Ural Federal University named after the first President of Russia B.N. Yeltsin (19, Mira Street, Ekaterinburg, 620002, Russian Federation)

1. Patent RF No. 2518614. Kompleksnaya modifitsiruyushchaya dobavka dlya proizvodstva stroitel’nykh keramicheskikh izdelii dlya maloplastichnykh glin [Integrated builder for production of construction ceramic products for low-plasticity clay]. Klevakin V.A. Published 10.06.2014. Bulletin No. 16. (In Russian).
2. Patent RF No. 2518993. Kompleksnaya modifitsiruyushchaya dobavka dlya proizvodstva stroitel’nykh keramicheskikh izdelii dlya vysokoplastichnykh glin [Integrated builder for production of construction ceramic products for highly plastic clay]. Klevakin V.A. Published 10.06.2014. Bulletin No. 16. (In Russian).
3. Markova S.V., Klevakin V.A., Turlova O.V., Klevakina E.V. Introduction of liquefiers of OOO “Polyplast-Novomoskovsk” in brick fabrication. Stroitel’nye Materialy [Construction Materials]. 2012. No. 5, pp. 90–92. (In Russian).

For citation: Klevakin V.A., Klevakina E.V. Efficient Solution of Reducing Increased Moisture of Clays. Stroitel’nye Materialy [Construction Materials]. 2015. No. 8, pp. 60-63. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2015-728-8-60-63

Coal argillite recycling in ceramic raw materials and process fuel production

Number of journal: 8-2015
Autors:

Storozhenko G.I.
Stolboushkin A.Yu.
Ivanov A.I.
DOI: https://doi.org/10.31659/0585-430X-2015-728-8-50-59
УДК: 666.7:658.567.1:622.7

 

AbstractAbout AuthorsReferences
The research results of the material, chemical and mineral compositions of waste coal from Korkino open-pit coal mine are provided, and the dependence of the percentage of organic component in coal argillites on the size of the rock is revealed. The technology of waste coal recycling is offered to produce coal fuel and raw material for the industry of ceramic materials. On the basis of pilot industrial tests it was shown that a pneumatic waste classification allows to extract the remains of coal from argillite and get a stable ceramic raw material for brick production. Such complex processing of waste coal provides not only a significant expansion of the raw material base for construction materials subsector and generation of additional energy, but will also help to solve environmental problems and improve the environmental situation in industrial regions.
G.I. STOROZHENKO1, Doctor of Sciences, Technical Director (This email address is being protected from spambots. You need JavaScript enabled to view it.)
A.Yu. STOLBOUSHKIN2, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)
A.I. IVANOV2, Engineer

1 «Baskey Keramik» OOO (1b, Stepana Razina Street, Chelyabinsk Oblast, Chelyabinsk, 454111, Russian Federation)
2 Institute of Thermophysics named after S.S. Kutateladze SB RAS (1, Lavrentev Lane, Novosibirsk, 630090, Russian Federation)

1. Kroichuk L.A. Use of non-traditional raw material for the production of bricks and tiles in China. Stroitel’nye Materialy [Construction Materials]. 2003. No. 7, p. 62. (In Russian).
2. Nikiforova E.M., Eromasov R.G., Vlasov O.A. et al. Utilization of wet magnetic separation iron ore slimes in the production of expanded clay. Obogashchenie rud. 2015. No. 1, pp. 43–46. (In Russian).
3. Tkachev A.G., Yatsenko E.A., Smolii V.A. et al. Influence of coal-mining waste on the molding, drying and burning properties of ceramic masses. Tekhnika i tekhnologiya silikatov. 2013. No. 2, pp. 17–21. (In Russian).
4. Lyutenko A.O., Nikolaenko M.A., Khodykin E.I. et al. Composite binders based on co-extracted roaches of coal deposits for strengthening soil for road construction. Stroitel’nye Materialy [Construction Materials]. 2009. No. 7, pp. 22–23. (In Russian).
5. Kochneva T.P. Experience of using mining waste in the production of ceramic bricks. Stroitel’nye Materialy [Construction Materials]. 2003. No. 2, pp. 39–41. (In Russian).
6. Kotlyar V.D., Ustinov A.V., Kovalev V.Yu. et al. Ceramic stones of compression moulding on the basis of gaizes and coal preparation waste. Stroitel’nye Materialy [Construction Materials]. 2013. No. 4, pp. 44–48. (In Russian).
7. Klassen V.K., Borisov I.N., Manuilov V.E. et al. Theoretical underpinning and efficiency of coal mining waste in cement technology. Stroitel’nye Materialy [Construction Materials]. 2007. No. 8, pp. 20–21. (In Russian).
8. Santos C.R., Amaral J. R., Tubino R. M. et al. Use of coal waste as fine aggregates in concrete paving blocks. Geomaterials. 2013. No. 3, pp. 54–59.
9. Skarzynska K.M. Reuse of coal mining wastes in civil engineering. Part 2: Utilization of minestone. Waste Management. 1995. No. 2, pp. 83–126.
10. Avdokhin V.M., Morozov V.V., Boiko D.Yu. et al. Modern methods of coals enrichment by pneumatic separation. Zbagachennya korisnikh kopalin. 2008. No. 34 (75), pp. 132–140.
11. Zhuravlev A.V. SEPAIR: presentation of enrichment unit. Russian Business: Internet-journal. 2008. No. 2. (In Russian).

For citation: Storozhenko G.I., Stolboushkin A.Yu., Ivanov A.I. Coal argillite recycling in ceramic raw materials and process fuel production. Stroitel’nye Materialy [Construction Materials]. 2015. No. 8, pp. 50-59. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2015-728-8-50-59

Physical-Mechanical Design Basics of Plaster Mortars for Aerated Concrete Masonry

Number of journal: 8-2015
Autors:

Paruta V.A.
Brynzin E.V.
Grinfeld G.I.
DOI: https://doi.org/10.31659/0585-430X-2015-728-8-30-34
УДК: 691.002

 

AbstractAbout AuthorsReferences
Normative requirements (compression strength and bending strength, adhesion to the masonry) for plastering mortars for finishing of walls made of autoclaved aerated concrete in the EU countries Ukraine, Russia are contradictory and not always substantiated. The plaster mortar is to be considered as a coating connected with masonry through the contact zone. The design of compositions and properties of plaster mortars should be carried out with due regard for stresses occurring in the plastering coating because of its shrinkage and the difference of deformations with masonry as well as deformations of the wall structure and the coating itself. Components of the mix and their number should be selected with due regard for the processes taking place in the course of plaster coating hardening and destruction of the “masonry–plaster coating” system. The result of selecting the composition should ensure the reducing of stresses in the plaster coating and contact zone up to values lesser than the destructive stress.
V.A. PARUTA1, Candidate of Sciences (Engineering), (This email address is being protected from spambots. You need JavaScript enabled to view it.)
E.V. BRYNZIN2, Candidate of Sciences (Engineering), Commercial Director
G.I. GRINFELD3, Engineer, Executive Director(This email address is being protected from spambots. You need JavaScript enabled to view it.)

1 Odessa State Academy of Civil Engineering and Architecture (4 Didrihsona st., Odessa, 65029, Ukraine)
2 OOO UDK (7-D Komissara Krylova Street, Dnepropetrovsk, 49051, Ukraine)
3 National Association of Autoclaved Aerated Concrete Producers ( 40, liter A Oktyabrskaya Embankment, 193091, St. Petersburg, Russian Federation)

1. Granau E. Preduprezhdenie defektov v stroitel’nykh konstruktsiyakh [Warning defects in structures]. Moscow: Stroiizdat. 1980. 217 p.
2. Sazhneva N.N., Sazhnev N.P., Uretskaya E.A. Protective Systems for Finishing of Cellular Concrete of Low Compactness. Stroitel’nye Materialy [Construction Materials]. 2009. No. 1, pp. 17–19. (In Russian).
3. Khalimov R.K. Research collaboration building materials as part of today’s multi-layer thermal efficiency of exterior walls of buildings. Cand. Diss. (Engineering). Ufa. 2007. 178 p. (In Russian).
4. Paplavskis Ya., Frosh A. Requirements plaster compositions for exterior finish walls from cellular concrete. Problems operational reliability exterior walls based on autoclaved aerated concrete blocks and their possible protection against moisture. Proceedings of the seminar «Plaster formulations for external wall decoration of aerated concrete». Sankt-Peterburg. 2010, pp. 10–15. (In Russian).
5. Powers T.S. A Hypothesis on carbonation shrinkage. Journal of Portland Cement Association. 1962. V. 4. No. 2, pp. 26–31.
6. Grinfel’d G.I. Inzhenernye resheniya obespecheniya energoeffektivnosti zdanii. Otdelka kladki iz avtoklavnogo gazobetona [Engineering solutions for energy efficiency of buildings. Finish the masonry of autoclaved aerated concrete]. Sankt-Peterburg: Izdatel’stvo politekhnicheskogo universiteta. 2011. 130 p.
7. Vasicek J. Trvanlivost aodolnost autoklavovanych porovitych betonu pri posobeni susnych vnejsich jevu. Stavivo. 1965. № 6, pp. 24–28.
8. Homann M. Richtig Bauen mit Porenbeton. Stuttgart: Fraunhofer IRB Verlag. 2003. 268 p.
9. Struble L. Microstructure and Fracture at the Cement Paste-Aggregate Interface. Bond. Cementitious Cmpos.: Symp. Boston. 2–4 December 1987, pp. 11–20.
10. Galkin S.L., Sazhnev N.P., Sokolovskii L.V., Sazhneva N.N. Primenenie yacheistobetonnykh izdelii. Teoriya i praktika [The use of cellular concrete products. Theory and practice]. Minsk: Strinko. 2006. 448 p.

For citation: Paruta V.A., Brynzin E.V., Grinfeld G.I. Physical-Mechanical Design Basics of Plaster Mortars for Aerated Concrete Masonry. Stroitel’nye Materialy [Construction Materials]. 2015. No. 8, pp. 30-34. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2015-728-8-30-34

Optimization of Fastening of AAC (Autoclaved Aerated Concrete) Structures When Filling External and Internal Walls of Frameworks of Buildings of up to 80 m Height

Number of journal: 8-2015
Autors:

Mordvov A.A.
Likhtarovich M.V.
DOI: https://doi.org/10.31659/0585-430X-2015-728-8-26-29
УДК: 691.327.332:692.23

 

AbstractAbout AuthorsReferences
Developers of normative documents, which regulate the use of autoclaved aerated concrete, faced the problem of the absence of experimental studies. As a result of this, documents contain a large number of elements and requirements which were executed with a large reserve according to the well-established practice of applying. The tests of structures conducted at SIBIT factory will make it possible to revise some of these «reserves» that under conditions of market competition will favor the improvement of competitive advantages of aerated concrete.
A.A. MORDVOV1,2, Candidate of Sciences (Engineering), Chief Architect
M.V. LIKHTAROVICH1, Engineer, Head of Technical Support Department (This email address is being protected from spambots. You need JavaScript enabled to view it.)

1 «Glavnovosibirksstroy» OAO (52a 2nd Stantsionnaya Street, 630041, Novosibirsk, Russian Federation)
2 Novosibirsk State University of Architecture and Civil Engineering (113, Leningradskaya Street, 630008, Novosibirsk-8, Russian Federation)

1. Standard of Organization NAAG 3.1–2013. Designs using autoclaved gas concrete in the construction of buildings and structures. Rules of design and construction. St. Petersburg. 2013. 171 p. (In Russian).
2. Gorshkov A.S. Stability conditions simply supported by floor walls made of porous concrete masonry units, taking into account the exposure to wind loads. Proceedings of the SPC “Modern autoclaved gas concrete”. Krasnodar. 2013. 186 p. (In Russian).
3. GOST 31360–2007. Wall unreinforced products of cellular autoclave curing concrete. Technical conditions. M.: Standartinform. 2008. 20 p. (In Russian).
4. SP 20.13330.2011. Loads and effects. The updated edition of SNiP 2.01.07–85*. Moscow. 2011. 81 p. (In Russian).

For citation: Mordvov A.A., Likhtarovich M.V. Optimization of Fastening of AAC (Autoclaved Aerated Concrete) Structures When Filling External and Internal Walls of Frameworks of Buildings of up to 80 m Height. Stroitel’nye Materialy [Construction Materials]. 2015. No. 8, pp. 26-29. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2015-728-8-26-29

Experimental Determination of Normal and Shear Adhesion in the AAC-Blocks Masonry at Various TLM Adhesive Compositions

Number of journal: 8-2015
Autors:

Granovsky A.V.
Dzhamuev B.K.
Vishnevskiy A.A.
Grinfeld G.I.
DOI: https://doi.org/10.31659/0585-430X-2015-728-8-22-25
УДК: 666.973.6

 

AbstractAbout AuthorsReferences
In 2013–2014, Laboratory of seismic stability of structures of the Research Center of Earthquake Resistance of Structures of TSNIISK named after V.A. Kucherenko (JSC Research Center of Construction) by the order of the National Association of Autoclaved Aerated Concrete Producers executed the work on “Experimental determination of normal and shear adhesion of mortars and adhesive compositions, laid by thin layers, to cellular concrete blocks of autoclaved hardening”. Masonry joints of up to 2 mm thickness formed by three types of cement mortars for the thin-layer masonry and a layer of polyurethane assembly adhesive have been studied in this work. Joints in the masonry made of cellular concrete of autoclaved hardening of 300–600 kg/m3 density and 1.7–7.3 MPa strength have also been studied. By results of studies, it is established that the masonry of the first category (with a tensile strength along the non-tied section 180 kPa) can be made of blocks of B1.5 strength).
A.V. GRANOVSKY1, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)
B.K. DZHAMUEV1, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)
A.A. VIShNEVSKIY2, Candidate of Sciences (Engineering), Executive Director
G.I. GRINFELD3, Engineer, Executive Director (This email address is being protected from spambots. You need JavaScript enabled to view it.)

1 Central Research Institute of Building Constructions named after V.A. Kucherenko (6, 2nd Institutskaya Street, Moscow, 109428, Russian Federation)
2 “Teplit” PSO OOO (39/4, Chapaeva Street, Berezovskiy, 623700, Sverdlovsk Region, Russian Federation)
3 National Association of autoclaved aerated concrete (Letter A, 40, Oktyabrskaya Embankment, Saint Petersburg, 193230, Russian Federation)

1. Galkin S.L. i dr. Primenenie yacheistobetonnykh izdelii. Teoriya i praktika [The use of cellular concrete products. Theory and practice]. Minsk: Strinko. 2006. 448 p.
2. Grinfeld G.I., Kharchenko A.P. Comparative tests of fragments of autoclaved gas concrete masonry with different execution of a masonry joint. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2013. No. 11, pp. 30–34. (In Russian).
3. Derkach V.N. Normal adhesion strength of cement mortars in masonry. Inzhenerno-stroitel’nyi zhurnal. 2012. No. 7, pp. 6–13. (In Russian).
4. Derkach V.N. Shear adhesion strength of cement mortar in the masonry. Inzhenerno-stroitel’nyi zhurnal. 2012. No. 3, pp. 19–28. (In Russian).
5. Granovskiy A.V., Dzhamuev B.K. Test wall constructions of cellular concrete blocks on the seismic effects. Modern production of autoclaved aerated concrete: a collection of reports scientific and practical conference. St. Petersburg. 16–18 November 2011, pp. 104–108. (In Russian).
6. Gorshkov A.S., Grinfeld G.I., Mishin V.E., Nikiforov E.S., Vatin N.I. Improvement of thermotechnical uniformity of walls made of cellular concrete products through the use of polyuretane glue in masonry. Stroitel`nye Materialy [Construction Materials]. 2014. No. 5, pp. 57–64. (In Russian).
7. Scientific and Technical Report “Investigation of physical and mechanical properties of the material Baumit Artoplast, designed for thin-layer plastering of the outer walls on the basis of autoclaved aerated concrete blocks”. Ufa State Petroleum Technological University. The department of building structures. (In Russian).

For citation: Granovsky A.V., Dzhamuev B.K., Vishnevskiy A.A., Grinfeld G.I. Experimental Determination of Normal and Shear Adhesion in the AAC-Blocks Masonry at Various TLM Adhesive Compositions. Stroitel’nye Materialy [Construction Materials]. 2015. No. 8, pp. 22-25. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2015-728-8-22-25

Experimental Definition of Speed of Initial Moisture Escape from Masonry Made of Autoclaved Aerated Concrete under Climatic Conditions of Kiev

Number of journal: 8-2015
Autors:

Lapovskaya S.D.
Sirotin O.V.
Grinfeld G.I.
DOI: https://doi.org/10.31659/0585-430X-2015-728-8-18-21
УДК: 666.973.6

 

AbstractAbout AuthorsReferences
Results of measurements of humidity of the masonry made of wall blocks of cellular concrete of autoclaved hardening of the average density D300, D400, D500, D600 of 300 mm thickness at the initial stage of operation under climatic conditions of the city of Kiev are presented. A full-scale study of the kinetics of moisture transfers in single-layer enclosing structures made of autoclaved cellular concrete has been conducted; terms of reducing the moisture content of wall from the initial until the equilibrium (operational) have been defined. In the course of the experiment the temperature and humidity of the inside air in the premises with experimental enclosing structures and factual values of monthly mean temperatures and humidity in Kiev from November 2011 until August 2013 were controlled. The conclusion about possibility to reduce the calculated moisture content of autoclaved cellular concrete in DBN «Heat protection of buildings» is made.
S.D. LAPOVSKAYA1, Doctor of Sciences (Engineering)
O.V. SIROTIN2, Engineer
G.I. GRINFELD3, Engineer (This email address is being protected from spambots. You need JavaScript enabled to view it.)

1 Ukrainian Scientific and Research Institute of Building Materials and Products (68 Konstantinovskaya Street, Kiev, Ukraine)
2 All-Ukrainian Association of Autoclaved Aerated Concrete Producers (7 Borisa Grinchenko Street, 010011, Kiev, Ukraine)
3 National Association of Autoclaved Aerated Concrete Producers (40 A Oktyabr’skaya Embankment, 193091, St. Petersburg, Russian Federation)

1. Vasil’ev B.F. Naturnye issledovaniya temperaturno-vlazhnostnogo rezhima zhilykh zdanii [Field investigations of temperature and humidity conditions of residential buildings]. Moscow: State Publishing House of Literature on construction and architecture. 1957. 215 p.
2. Gaevoi A.F., Kachura B.A. Kachestvo i dolgovechnost’ ograzhdayushchikh konstruktsii iz yacheistogo betona [The quality and durability of the frame structures of cellular concrete]. Kharkov: Vishcha shkola. 1978. 224 p.
3. Avtoklavnyi yacheistyi beton [Autoclaved aerated concrete]. Trans. from English / Ed. Board: G. Bove and others. Moscow: Stroyizdat. 1981. 88 p.
4. Silaenkov E.S. Dolgovechnost’ izdelii iz yacheistykh betonov. [Durability of products from cellular concrete]. Moscow: Stroyizdat. 1986. 176 p.
5. Semchenkov A.S., Ukhova T.A., Sakharov G.P. On the adjustment of the equilibrium moisture content and thermal conductivity of aerated concrete. Stroitel’nye Materialy [Construction Materials] 2006. No. 6, pp. 3–7. (In Russian).
6. Grinfel’d G.I., Kuptaraeva P.D. Autoclaved aerated concrete masonry with external insulation. Features of moisture conditions during the initial period of operation. Inzhenerno-stroitel’nyi zhurnal. 2011. No. 8 (26), pp. 41–50. (In Russian).
7. Slavcheva G.S., Chernyshov E.M., Korotkikh D.N., Kukhtin Yu.A. Comparative performance heat-shielding characteristics of one- and two-layer silicate wall constructions. Stroitel’nye Materialy [Construction Materials]. 2007. No. 4, pp. 13–15. (In Russian).
8. Schoch T., Kreft O. The influence of moisture on the thermal conductivity of AAC. 5th International conference on Autoclaved Aerated Concrete «Securing a sustainable future». Bydgoszcz, Poland. 2011. September, 14–17, pp. 361–370.
9. Krutilin A.B., Rykhlenok Yu. A., Leshkevich V.V. Thermal characteristics of autoclaved aerated concrete of low densities and their impact on the durability of the exterior walls of buildings. Inzhenerno-stroitel’nyi zhurnal. 2015. No. 2 (54), pp. 46–55. (In Russian).
10. Gagarin V.G., Pastushkov P.P. Quantitative assessment of energy efficiency of energy saving measures. Stroitel’nye Materialy [Construction Materials]. 2013. No. 6, pp. 7–9. (In Russian).
11. Pastushkov P.P., Grinfel’d G.I., Pavlenko N.V., Bespalov A.E., Korkina E.V. Calculated certain operating humidity of AAC in different climatic zones of construction. Vestnik MGSU. 2015. No. 2, pp. 60–69. (In Russian).

For citation: Lapovskaya S.D., Sirotin O.V., Grinfeld G.I. Experimental Definition of Speed of Initial Moisture Escape from Masonry Made of Autoclaved Aerated Concrete under Climatic Conditions of Kiev. Stroitel’nye Materialy [Construction Materials]. 2015. No. 8, pp. 18-21. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2015-728-8-18-21

Facing Layer and Hydrophobizator in Manufacture of Aerated Concrete

Number of journal: 8-2015
Autors:

Morozova N.N.
Kuznetsova G.V.
Khozin V.G.
DOI: https://doi.org/10.31659/0585-430X-2015-728-8-8-9
УДК: 666.973.6

 

AbstractAbout AuthorsReferences
New aerated concrete plants use a unilateral tilting of the array in cutting process which improves the production quality and increases the coefficient of utilization of the autoclave. A drawback of the unilateral canting is a formation of a facing layer. The use of the crushed facing layer as hydro-silicates, crystallization centers, is efficient, but it is connected with the increase in water demand of the mix. The work presents the research in the use of the facing layer pre-treated with a hydrophobizator. The study of the influence of water repellents on the lime slaking is also presented; a minimal impact on the lime slaking temperature has been defined. The study determined the composition of a complex additive containing the crushed facing layer and water repellent. The use of the additive treated with the hydrophobizator maintains the fluidity of the mix and leads to improving the strength.
N.N. MOROZOVA, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)
G.V. KUZNETSOVA, Engineer
V.G. KHOZIN, Doctor of Sciences (Engineering)

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

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. Sazhneva N.N., Sazhnev N.P., Uretskaya E.A. Protective Systems for Finishing of Cellular Concrete of Low Compactness. Stroitel’nye Materialy [Construction Materials]. 2009. No. 1, pp. 17–19. (In Russian).
3. Morozova N.N., Kuznetsova G.V., Golosov A.S. Influence of Cements from Different Producers on Properties of Cellular-Concrete Mix of Autoclaved Gas Concrete. Stroitel’nye Materialy [Construction Materials]. 2014. No. 5, pp. 49. (In Russian).
4. Sinyansky V.I., Leont’ev E.N. A Role of Synthesis of Hydrosilicates from Calcium and Silicon Oxides in Technology of Autoclave Cellular Concretes. Stroitel’nye Materialy [Construction Materials]. 2009. No. 9, pp. 44–47. (In Russian).
5. Khozin V.G., Morozova N.N., Sibgatullin I.R., Sal’nikov A.V. Modification of cement concrete small alloying additions. Stroitel’nye materialy [Construction Materials]. 2006. No. 10, pp. 30–32. (In Russian).
6. Sal’nikov A.V., Khozin V.G., Morozova N.N., Dem’yanova V.S. Influence of complex modifier on the properties of the cement binder. Stroitel’nye materialy [Construction Materials]. 2004. No. 8, pp. 36–37. (In Russian).

For citation: Morozova N.N., Kuznetsova G.V., Khozin V.G. Facing Layer and Hydrophobizator in Manufacture of Aerated Concrete. Stroitel’nye Materialy [Construction Materials]. 2015. No. 8, pp. 8-9. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2015-728-8-8-9

 

Choice of Production Technology of Autoclaved Cellular Concrete: Impact Or Molding

Number of journal: 8-2015
Autors:

Vishnevskiy A.A.
Grinfeld G.I.
DOI: https://doi.org/10.31659/0585-430X-2015-728-8-4-7
УДК: 666.973.6

 

AbstractAbout AuthorsReferences
The history and current stage of development of two technologies of autoclaved aerated concrete manufacturing, molding and impact, are considered. It is shown that at present, basic volume of autoclaved aerated concrete in Russia is produced with the use of the molding technology, and this proportion tends to slow increase. However, noted that characteristics of ready-made articles produced with using different technologies don’t have principal differences, clearly indicating the manufacturing technology (except for homogeneity of pores and after-autoclaved humidity). It is concluded that each technology has its own features which can be described as advantages and disadvantages separately, but the comprehensive comparison does not allow us to make a conclusion without any relation to the features of the resource base and technological traditions. At present, the dispute about the benefits of both technologies is essentially subjective in nature.
A.A. VISHNEVSKIY1, Candidate of Sciences (Engineering)
G.I. GRINFELD2, Engineer (This email address is being protected from spambots. You need JavaScript enabled to view it.)

1 PSO «Teplit», OOO (39/4 Chapaeva Street, Berezovsky, Sverdlovsk Oblast, Russian Federation)
2 National Association of Autoclaved Aerated Concrete Producers (40 A Oktyabr’skaya Embankment, 193091, St. Petersburg, Russian Federation)

1. Avtoklavnyy yacheistyy beton [Autoclaved aerated concrete]. Trans. from English / Ed. Board: G. Bove and others. Moscow: Stroyizdat. 1981. 88 p.
2. Khigerovich M.I., Merkin A.P. Intensifikatsiya izgotovleniya yacheistykh betonov putem primeneniya vibrirovaniya. [Intensification of production of cellular concrete by applying vibration]. Moscow: Stroyizdat. 1961. 16 p.
3. Sazhnev N.P., Dombrovskii A.V., Novakov Yu.A. i dr. Shock molding technology. The collection of materials and information CMEA Standing Commission on Cooperation in the field of construction. ICI. 1983. No. 2 (73). (In Russian).
4. Sazhnev N.P., Goncharik V.N., Garnashevich G.S., Sokolovskiy L.V. Proizvodstvo yacheistobetonnykh izdelii: teoriya i praktika. [Production of cellular concrete products: Theory and Practice] Minsk: Strinko. 1999. 284 p.
5. Sazhnev N.P., Sazhnev N.N. Energy-saving technology of cellular concrete impact of products and designs. Budivel’ni materiali virobi ta sanitarna tekhnika. 2009. No. 32, pp. 102–106. (In Ukraine).
6. Rudchenko D.G.Some ways to improve the quality of energy saving and cost of raw materials in factories AEROC. Proceedings of the VI scientific-practical conference “Cellular concrete in modern construction”. 2009. St.-Petersburg, pp. 36–42. (In Russian).
7. Krutilin A.B., Rykhlenok Yu. A., Leshkevich V.V. Thermal characteristics of autoclaved aerated concrete of low densities and their impact on the durability of the exterior walls of buildings. Inzhenerno-stroitel’nyi zhurnal. 2015. No. 2 (54), pp. 46–55. (In Russian).
8. Vishnevsky A.A., Grinfel’d 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).
9. Vishnevskii A.A., Levchenko V.N. Manufacture of autoclaved aerated concrete based on fly ash in terms of LLC “Reftinskaya association “Teplit”. Belorusskiy stroitel’nyi rynok. 2006. No. 9–10, pp. 10–12. (In Russian).
10. Vishnevskiy A.A., Bovykin I.A. Production of low density of autoclaved aerated concrete. Proceedings of the scientific-practical conference “Modern autoclaved aerated concrete”. Krasnodar. 2013, pp. 106–109. (In Russian).

For citation: Vishnevskiy A.A., Grinfeld G.I. Choice of Production Technology of Autoclaved Cellular Concrete: Impact Or Molding. Stroitel’nye Materialy [Construction Materials]. 2015. No. 8, pp. 4-7. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2015-728-8-4-7

Trends in Application of Hydrophobisators in Construction

Number of journal: 7-2015
Autors:

Voytovich V.A.
Khryapchenkova I.N.
DOI: https://doi.org/10.31659/0585-430X-2015-727-7-76-80
УДК: 66.022.197.6

 

AbstractAbout AuthorsReferences
Dampening of building materials and structures causes the reduction of their lifetime and deterioration of hygienic and sanitary conditions in premises. The application of hydrophobisators is one of prospective trends to ensure the growth of quality indicators in the construction industry. The authors are analyzing the spheres of efficient utilizing of hydrophobisators in construction. These are hydrophobization of concrete and reinforced concrete structures, sand-lime and ceramic bricks. Nowadays, the hydrophobization of Portland cement, mortars for plastering, products made of mineral wool, wood, magnesia binders is very actual. Protection of cement bonded particle boards, which are widely utilized as a stay-in-place form in monolithic housing construction with hydrophobisators, makes it possible to significantly improve their operational properties. The authors have determined the high efficiency of hydrophobization application for products with gypsum binder – gypsum plasterboard, gypsum-fiber tongue-and-groove slabs, and absolutely new for Russia gypsum-chip plates.
V.A. VOYTOVICH, Candidate of Sciences (Engineering)
I.N. KHRYAPCHENKOVA, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)

Nizhny Novgorod State University of Architecture and Civil Engineering (65, Ilyinskaya Street, Nizhny Novgorod, 603600, Russian Federation)

1. Nikishkin V.A. Under influence of organosilicon hydrophobisators. Avtomobilnye dorogi. 2011. No. 7, pp. 62–65. (In Russian).
2. Lukinski O.A. “Breathing” hermetization of walls. Integral. 2010. No. 1, pp. 108–109. (In Russian).
3. Babkov V.V., Gafurova E.A., Rezvov A.P., Mohov A.V. Bloom problems on surface walls from vibro-pressed concrete blocks and methods of defense. Inzhenerno-stroitelnyiу zhurnal. 2012. No. 7, pp. 14–22. (In Russian).
4. Shilova M. A. Hydrophobisators are an effective defense of building and structure facades. Stroyinform. 2006. No. 7, pp. 194–195. (In Russian).
5. Voytovich V.A., Khryapchenkova I.N., Yavorsky A.A. Hydrophobization as a method of improving lifetime of buildings. Stroitel’nye Materialy [Construction Materials]. 2013. No. 12, pp. 15–18. (In Russian).
6. Ristavletov R.A., Temirkulov T.T., Shyntemirov K.S. Influence of water-repellent agents on quality of gas-concrete. Tekhnologii betonov. 2010. No. 9–10, pp. 44–46. (In Russian).

For citation: Voytovich V.A., Khryapchenkova I.N. Trends in Application of Hydrophobisators in Construction. Stroitel’nye Materialy [Construction Materials]. 2015. No. 7, pp. 76-80. DOI: https://doi.org/10.31659/0585-430X-2015-727-7-76-80

Producing of Organomineral Filler on the Basis of Wooden Bark and Basalt for Development of Composite Materials

Number of journal: 7-2015
Autors:

Danilov V.E.
Ayzenshtadt А.М.
Frolova M.A.
Turobova M.A.
Karelskiy A.M.
DOI: https://doi.org/10.31659/0585-430X-2015-727-7-72-75
УДК: 691.115

 

AbstractAbout AuthorsReferences
Possibility and basis of technology of reinforcing of wooden bark by basalt for obtaining a filler for structural heat insulation are considered. As a filler, it is proposed to use the bark of Scots pine (Pinus silvestris L), obtained from the dump of the lumber factory, and basalt sifting – waste of mineral wool production. Optimal dimensional characteristics of raw materials were selected. True density, coefficient and time of swelling, optimal composition of test samples were defined. Conclusions regarding the influence of time of wooden bark dispersion on its porous structure were drawn. Data about surface, sizes and amount of pores in the dry milled bark before and after the process of reinforcing by nano-sized particles of basalt were obtained. Fundamentals of technology, quality control and effective ways of reinforcing the bark by nano-sized particles of basalt for subsequent using as the filler for structural heat insulation were developed.
V.E. DANILOV, Engineer, (This email address is being protected from spambots. You need JavaScript enabled to view it.)
А.М. AYZENSHTADT, Doctor of Sciences (Chemistry) (This email address is being protected from spambots. You need JavaScript enabled to view it.)
M.A. FROLOVA, Candidate of Sciences (Chemistry)
M.A. TUROBOVA, Student
A.M. KARELSKIY, Student

Northern (Arctic) Federal University named after M.V. Lomonosov (22, Severnaya Dvina Embankment, Arkhangelsk, 163002, Russian Federation)

1. Yatsun I.V., Sinegubova E.S., Pyatkova P.O. Cellular slabs from waste wood. Woodworking: technologies, equipment and management of the XXI Century: Proceedings of the IX Eurasian international symposium. 23–25 September 2014. Ekaterinburg. Pp. 115–117. (In Russian).
2. Koren’kova S.F., Sidorenko Yu.V. Binary fillers for building materials. Mezhdunarodnyi zhurnal prikladnykh i fundamental’nykh issledovanii. 2014. No. 6, pp. 39–40. (In Russian).
3. Kain G., Barbu M. C., Teischinger A., Musso M., and Petutschnigg A. Substantial bark use as insulation material. Forest Products Journal. 2013. No. 62 (6), pp. 480–487.
4. Stenin A.A., Aizenshtadt A.M., Shinkaruk A.A., Makhova T.A. Formation of fireproof properties of wood building materials with the use of high disperse basalt filler. Stroitel’nye Materialy [Construction Materials]. 2013. No. 11, pp. 47–50. (In Russian).
5. Stenin A.A., Aizenshtadt A.M., Shinkaruk A.A., Demidov M.L., Frolova M.A. A Mineral modifier of a surface for protection of wood building materials. Stroitel’nye Materialy [Construction Materials]. 2014. No. 10, pp. 51–54. (In Russian).
6. Aizenshtadt A.M., Makhova T.A., Frolova M.A., Tutygin A.S., Stenin A.A., Popova M.A. Designing of composition of nano- and microstructured construction composite materials. Promyshlennoe i grazhdanskoe stroitel’stvo. 2012. No. 10, pp. 14–18. (In Russian).
7. Demidov M.L., Aisenstadt A.M. New approach in the creation of environmentally friendly building materials based on the highly dispersed mineral-reinforced wooden matrix. Journal of International Scientific Publications: Ecology and Safety. 2014. Vol. 8, pp. 146–151.
8. Tsyvin M.M. Ispol’zovanie drevesnoi kory [Use of wooden bark]. Мoscow: Lesnaya promyshlennost’. 1973. 96 p.
9. Polishchuk A.I., Rubinskaya A.V. Chemical aggressivity filler plant origin in relation to cement. New materials and technologies in mechanical engineering: Proceedings of the 16th International Scientific Conference. 2012. http://science-bsea.narod.ru/2012/mashin_2012_16/polyshuk_xim.htm (date of access 15.05.2015). (In Russian).
10. Babaev V.B., Strokova V.V., Nelubova V.V. Basalt fiber as a component for micro reinforcing of cement composites. Vestnik Belgorodskogo gosudarstvennogo technologicheskogo universiteta imeni V.G. Shukhova. 2012. No. 4, pp. 58–61. (In English).

For citation: Danilov V.E., Ayzenshtadt А.М., Frolova M.A., Turobova M.A., Karelskiy A.M. Producing of Organomineral Filler on the Basis of Wooden Bark and Basalt for Development of Composite Materials. Stroitel’nye Materialy [Construction Materials]. 2015. No. 7, pp. 72-75. DOI: https://doi.org/10.31659/0585-430X-2015-727-7-72-75

 

About Efficiency of Using Extruded Foam Polystyrene in Enclosing Structures of First and Socle Floors

Number of journal: 7-2015
Autors:

Pastushkov P.P.
Zherebtsov A.V.
DOI: https://doi.org/10.31659/0585-430X-2015-727-7-68-71
УДК: 699.82

 

AbstractAbout AuthorsReferences
Thermal and mycological problems arising in the course of operation of the first and socle floors of buildings are described. The efficiency of using the extruded foam polystyrene in enclosing structures with the purpose to solve problems described is analyzed. Numerical calculations of non-stationary humidity conditions of enclosing structures with the use of extruded foam polystyrene under climatic conditions of various cities of the Russian Federation have been done. Values of the operational humidity in the layer of extruded foam polystyrene for various variants of structures have been calculated. A comparison on the values of operational humidity for analogous structures with the mineral wool and molded foam polystyrene (foam plastic) is presented. The dependence of heat conductivity on the operational humidity is described. The influence of humidity conditions on the values of energy efficiency of heat insulating materials has been investigated. The issue of loss of biological stability of damp layers of heat insulation has been studied.
P.P. PASTUSHKOV1, Candidate of Sciences (Engineering)(This email address is being protected from spambots. You need JavaScript enabled to view it.)
A.V. ZHEREBTSOV2, Head of Technical Department

1 Scientific-Research Institute of Building Physics of RAACS (21, Lokomotivny Passage, 127238, Moscow Russian Federation)
2 OOO «PENOPLEX» SPb (31, Mayakovskogo Street, 191014, Saint-Petersburg, Russian Federation)

1. Pastushkov P.P. Influence of humidity conditions walling with external plaster layer on the energy efficiency of thermal insulation materials. Cand. Diss. (Engineering). Moscow. 2013. 169 p. (In Russian).
2. Gagarin V.G., Kozlov V.V., Kryshov S.I., Ponomarev O.I. Thermal protection of external walls of buildings with facing brickwork. AVOK: Ventilyatsiya, otoplenie, konditsionirovanie vozdukha, teplosnabzhenie i stroitel’naya teplofizika. 2009. No. 5, pp. 48–56. (In Russian).
3. Pastushkov P.P, Grinfel’d G.I., Pavlenko N.V., Bespalov A.E., Korkina A.V. Calculated certain operating humidity of AAC in different climatic zones of construction. Vestnik MGSU. 2015. No. 2, pp. 60–69. (In Russian).
4. Gagarin V.G. Thermal and physical problems of modern wall walling multi-storey buildings. Academia. Arkhitektura i stroitel’stvo. 2009. No. 5, pp. 297–305. (In Russian).
5. Pastushkov P.P., Lushin K.I., Pavlenko N.V. No problem of condensation on the interior surface of the walls with bonded insulation. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2014. No. 6, pp. 42–44. (In Russian).
6. Gagarin V.G., Pastushkov P.P. Quantitative evaluation of energy saving measures. Stroitel’nye Materialy [Construction Materials]. 2013. No. 6, pp. 7–9. (In Russian).

For citation: Pastushkov P.P., Zherebtsov A.V. About Efficiency of Using Extruded Foam Polystyrene in Enclosing Structures of First and Socle Floors // Строительные материалы. 2015. № 7. С. 68-71. DOI: https://doi.org/10.31659/0585-430X-2015-727-7-68-71

Assessment of Impact of Various Types of Edges on Strength of Joints of Gypsum Building Slabs

Number of journal: 7-2015
Autors:

Pustovgar A.P.
Skvortsov T.N.
Nefedov S.V.
Ivanova I.S.
DOI: https://doi.org/10.31659/0585-430X-2015-727-7-64-67
УДК: 666.914.4

 

AbstractAbout AuthorsReferences
The impact of edges of «semicircular and thinned from the face side» (PLUK), «modified and thinned from the face side» (UK Pro), and «thinned from the face side» types on the strength of joints of gypsum building slabs at different variants of joints execution – with the use of two types of putty as well as without use and with the use of reinforcing tape in the course of filling – are considered. Methods and criterion of the assessment of joints strength of gypsum building slabs have been developed and substantiated. It is proposed to consider the «deflection at the time of formation of the first crack» parameter, the value of which should be not less than 1 mm for 350 mm of the slab as a main criterion of resistance of the filled butt joint of gypsum building slabs to crack formation. It is established that the use of gypsum building slabs with the PLUK edge makes it possible to obtain the joint with the highest strength, and the use of the reinforcing tape gives an increased reserve of strength to the butt joint.
A.P. PUSTOVGAR1, Candidate of Sciences (Engineering)
T.N. SKVORTSOV2, Master
S.V. NEFEDOV1, Engineer
I.S. IVANOVA1, Master (This email address is being protected from spambots. You need JavaScript enabled to view it.)

1 Moscow State University of Civil Engineering (26, Yaroslavskoye shosse, 129337, Moscow, Russian Federation)
2 OOO «KNAUF GYPSUM» (139, Tsentralnaya Street, 143400, Krasnogorsk, Moscow Oblast, Russian Federation)

1. Пустовгар А.П. Опыт применения гипсовых вяжущих при возведении зданий // Строительные материалы. 2008. № 3. С. 81–85.
1. Pustovgar A.P. Experience in application of gypsum binders in construction. Stroitel’nye materialy [Construction Materials]. 2008. No. 3, pp. 81–85. (In Russian).
2. Karni J., Karni E. Gypsum in construction: origin and properties. Materials and Structures. 1995. Vol. 28, рр. 92–100.
3. Holcroft N.,Shea А. Heat of Sorption and Moisture Buffering Properties of Building Insulation Materials. InCIEC 2013 International Civil and Infrastructure Engineering Conference. Kuching, Malaysia. 2014, рр. 649–661.
4. Пустовгар А.П., Гагулаев А.В. Теплофизические характеристики ограждающих конструкций из модифицированного гипсопоробетона // Строительные материалы. 2008. № 8. С. 34–37.
4. Pustovgar A.P., Gagulaev A.V. Thermophysical parameters of enclosing structures with modified foam gypsym concrete. Stroitel’nye materialy [Construction Materials]. 2008. No. 8, pp. 34–37. (In Russian).
5. Gypsum Association 2015. Using Gypsum Board for Walls and Ceilings. http://www.gypsum.org/technical/using-gypsum-board-for-walls-and-ceilings/using-gypsum-board-for-walls-and-ceilings (date of access 27.04.2015).
6. Burgard D. What’s the Difference: Paper and Fiberglass Mesh Drywall Tape. Fine Homebuilding. 2012. Issue 232, рр. 36.
7. Arsenault P.J. Acoustical Control with Gypsum Board // Architectural Record's Continuing Education Centre. 2012. http://continuingeducation.construction.com/article.php?L=140&C=958 (date of access 27.04.2015).
8. Kolarkar P., Mahendran M. Experimental studies of gypsum plasterboards and composite panels under fire conditions. Fire and Materials. 2014. Vol. 38, рр. 13–35.
9. Frangi A., Schleifer V., Fontana M., Hugi E. Experimental and numerical analysis of gypsum plasterboards in fire. Fire Technology. 2010. Vol. 46, рр. 149–167.

For citation: Pustovgar A.P., Skvortsov T.N., Nefedov S.V., Ivanova I.S. Assessment of Impact of Various Types of Edges on Strength of Joints of Gypsum Building Slabs. Stroitel’nye Materialy [Construction Materials]. 2015. No. 7, pp. 64-67. DOI: https://doi.org/10.31659/0585-430X-2015-727-7-64-67

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