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Risks of Using Slag Aggregates in Concrete Products for Road Construction

Number of journal: 1-2-2024
Autors:

Kolomoitsev N.A.,
Makaeva A.A.

DOI: https://doi.org/10.31659/0585-430X-2024-821-1-2-29-35
УДК: 625.861

 

AbstractAbout AuthorsReferences
When GOST 17608 and GOST 6665 were republished, the authors prohibited the use of slag fillers, so manufacturers of products produced according to these standards have a problem: the use of only natural inert materials will lead to an increase in the cost of the final product. At the same time, however, this should lead to an improvement in the quality of manufactured products. But is it so? This article presents a comparative analysis of standards for fillers of natural origin and from metallurgical production waste in order to identify the reasons that do not allow the use of slag aggregates in concrete products for road construction. It was determined that most of the requirements for aggregates of both natural and man-made origin are the same, i.e. if the manufacturers observe and fulfill the requirements of the standards for slag aggregates, there should be no risk of reducing the quality of the final product. Then why the developers of GOST 17608 and GOST 6665, excluding from the list of aggregates for concrete materials according to GOST 3344–83 do not give an alternative in the form of aggregates according to GOST 5578–2019? The authors of the article have tried to reveal the answer to this question.
N.A. KOLOMOITSEV1, Technical Expert (This email address is being protected from spambots. You need JavaScript enabled to view it.);
A.A. MAKAEVA2, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)

1 AKKERMANN CEMENT LLC (5, Zapad Street, Orenburg, Orenburg region, 462360, Russia Federation)
2 Orenburg State University (13, Pobedy Avenue, Orenburg, 460018, Russia Federation)

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For citation: Kolomoitsev N.A., Makaeva A.A. Risks of using slag aggregates in concrete products for road construction. Stroitel’nye Materialy [Construction Materials]. 2024. No. 1–2, pp. 29–35. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2024-821-1-2-29-35

Technological Aspects of Ensuring the Quality of Protective Coatings of Building Metal Structures

Number of journal: 1-2-2024
Autors:

Pichugin A.P.,
Khritankov V.F.,
Pchelnikov A.V.

DOI: https://doi.org/10.31659/0585-430X-2024-821-1-2-22-28
УДК: 693.8:620.3

 

AbstractAbout AuthorsReferences
This article discusses issues related to the development of technological solutions designed to obtain protective paint and varnish coatings with high operational resistance for building metal structures. The developed technological map and scheme for creating nanostructured paint and varnish coatings on the surfaces of building metal structures are presented. These proposals complement the comprehensive approach to the development of protective paint and varnish coatings, consisting of methodological, technological and formulation solutions, and presented in other studies by the authors, which allows for its effective use in paint and varnish industry enterprises. The research results, based on the application of the developed solutions in laboratory and operational conditions, confirm the high efficiency of the developed integrated approach. Assessment of the quality of coatings in laboratory conditions showed that coating samples after 100 hours of thermal exposure retain high properties that meet the operating conditions of building metal structures. As part of production testing, it was established that the service life of nanostructured coatings increases by 1.5–2.6 times compared to traditional coatings. In this regard, the costs of repair and restoration of coatings are reduced, and their service life between repairs is increased. The introduction of the developed solutions into production will solve the problem of low operational durability of protective paint and varnish coatings of steel building metal structures operated under various influences.
A.P. PICHUGIN1,2, Doctor of Sciences (Engineering), Professor;
V.F. KHRITANKOV1, Doctor of Sciences (Engineering), Professor;
A.V. PCHELNIKOV2, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)

1 Novosibirsk State University of Architecture and Civil Engineering (113 Leningradskaya Street, Novosibirsk, 630008, Russian Federation)
2 Novosibirsk State Agricultural University (160, Dobroliubova Street, Novosibirsk, 630039, Russian Federation)

1. Eremin K.I. Osobennosti ehkspluatacii metallicheskikh konstrukciy promyshlennykh zdaniy [Peculiarities of operation of metal structures of industrial buildings]. Moscow: MISS-MGSU, 2012. 248 p.
2. Pchelnikov A.V. The concept of improving thequality of protective coatings of metal structuresof the agro-industrial complex. Izvestiya of higher educational institutions. Construction. 2022. No. 11 (767), pp. 38–52. (In Russian).
3. Pichugin A.P., Banul V.V., Pchelnikov A.V. Ehffektivnaya polimernaya zashchita metallicheskikh obektov agropromyshlennogo kompleksa [Effective polymer protection of metal objects in the agro-industrial complex]. Novosibirsk: Russian Academy of Natural Sciences. 2022. 125 p.
4. Pichugin A.P., Pchelnikov A.V., Khritankov V.F., Tulyaganov A.K. Evaluation of the effectiveness of the use of nano-additives in protective coatings. Stroitel’nye Materialy [Construction Materials]. 2023. No. 3, pp. 20–26. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2023-811-3-20-26
5. Khozin V.G., Abdrakhmanova L.A., Nizamov R.K. General concentration pattern of effects of nanomodification of building materials. Stroitel’nye Materialy [Construction Materials]. 2015. No. 2, pp. 25–33. (In Russian).
6. Nelubova V.V., Kuzmin E.O., Strokova V.V.Structure and properties of nanodispersed silica synthesized by the sol-gel method. Stroitel’nye Materialy [Construction Materials]. 2022. No. 12, pp. 38–44. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2022-809-12-38-44
7. Shashok Zh.S., Prokopchuk N.R. Primenenie uglerodnykh nanomaterialov v polimernykh kompoziciyakh [Application of carbon nanomaterials in polymer compositions]. Minsk: BSTU. 2014. 232 p.
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For citation: Pichugin A.P., Khritankov V.F., Pchelnikov A.V. Technological aspects of ensuring the quality of protective coatings of building metal structures. Stroitel’nye Materialy [Construction Materials]. 2024. No. 1–2, pp. 22–28. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2024-821-1-2-22-28

Changing the Technological Properties and Strength Characteristics of Highly Mobile Concrete by Introducing a Complex Modifier

Number of journal: 1-2-2024
Autors:

Il'ina L.V.,
Berdov G.I.,
Vishnyakov N.S.,
Tsekar D.A.

DOI: https://doi.org/10.31659/0585-430X-2024-821-1-2-15-21
УДК: 666.9.031

 

AbstractAbout AuthorsReferences
The article considers the effect of a complex modifier consisting of a superplasticizer and cement crystallohydrates on the properties of cement dough, a highly mobile concrete mixture and heavy concrete obtained by hardening the mixture under normal conditions over a different period of time. As an additive of the superplasticizer, Relamix-PK was studied, administered in an amount of 0.6–0.8 wt. % of cement consumption. The authors investigated finely dispersed hydrated cement as additional crystallization centers. With the introduction of this complex modifier, the delamination of a highly mobile concrete mixture decreases (water separation – by 2 times, water separation – by 3.8 times). There is a significant acceleration of hardening in the initial periods of concrete hardening. Thus, in relation to the additive–free composition, the strength of concrete, which hardened for 1 day under normal conditions, increased 3.5 times, 3 days – 2.5 times, 28 days – 2 times. At the same time, it should be noted that when cement crystallohydrates are added, the hardening process is accelerated more in the initial terms of strength gain. The greatest strengthening effect was obtained by adding a complex modifier consisting of 0.8% plasticizer and 2% hydrated cement.
L.V. IL'INA, Doctor of Sciences (Engineering), Professor, Advisor to the RAASN (This email address is being protected from spambots. You need JavaScript enabled to view it.),
G.I. BERDOV, of Sciences (Engineering), Professor (This email address is being protected from spambots. You need JavaScript enabled to view it.),
N.S. VISHNYAKOV, Graduate Student (This email address is being protected from spambots. You need JavaScript enabled to view it.),
D.A. TSEKAR, Graduate Student (This email address is being protected from spambots. You need JavaScript enabled to view it.)

Novosibirsk State University of Architecture and Civil Engineering (113, Leningradskaya Street, Novosibirsk, 630008, Russian Federation)

1. Rubin O.D., Ilyin Yu.A., Shevkin A.L., Evdokimova I.V. Creation of cast concrete mixtures using domestically produced additives. Gidrotekhnicheskoye stroitel’stvo. 2024. No. 1, pp. 12–17. (In Russian).
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For citation: Il'ina L.V., Berdov G.I., Vishnyakov N.S., Tsekar D.A. Сhanging the technological properties and strength characteristics of highly mobile concrete by intro-ducing a complex modifier. Stroitel’nye Materialy [Construction Materials]. 2024. No. 1–2, pp. 15–21. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2024-821-1-2-15-21

Mechanical-Chemical Activation of Cement-Sand Stone for Reuse in Construction

Number of journal: 1-2-2024
Autors:

Simonov P.A.,
Storozhenko G.I.,
Rakov M.A.,
Manzyrykchy H.B.

DOI: https://doi.org/10.31659/0585-430X-2024-821-1-2-9-14
УДК: 691.4:553.61

 

AbstractAbout AuthorsReferences
In modern construction concrete recycling is one of the promising directions of utilization of multi-tonnage concrete and reinforced concrete waste. Most often concrete crushing products are reused as coarse and fine aggregate. It is shown in the paper that reuse of the dusty fraction of cement-sand stone as an active colloidal additive obtained by its alkaline mechanical-chemical activation allows to partially replace cement in commercial concrete and hydraulically hardening compositions without loss of their strength. This paper presents the results of the effect of colloidal admixture on technological and physical-mechanical properties of concrete mixture.
P.A. SIMONOV1, Candidate of Sciences (Chemistry) (This email address is being protected from spambots. You need JavaScript enabled to view it.);
G.I. STOROZHENKO2, Doctor of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.),
M.A. RAKOV2, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.);
H.B. MANZYRYKCHY3, Junior Researcher (This email address is being protected from spambots. You need JavaScript enabled to view it.)

1 Novosibirsk State University (2, Pirogova Street, Novosibirsk, 630090, Russian Federation)
2 Novosibirsk State University of Architecture and Civil Engineering (SIBSTRIN) (113, Leningradskaya Street, Novosibirsk, 630008, Russian Federation)
3 Tuvinian Institute for Exploration of Natural Resources of Siberian Branch of RAS (117 A, Internacional’naja Street, Kyzyl, 667007, Republic of Tyva, Russian Federation)

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5. Remnev V.V. Possibility of using reusable building materials in concretes. Beton i Zhelezobeton. 2022. No. 3 (611), pp. 20–22. (In Russian). DOI: https://doi.org/10.31659/0005-9889-2022-611-3-20-22
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For citation: Simonov P.A., Storozhenko G.I., Rakov M.A., Manzyrykchy H.B. Mechanical-chemical activation of cement-sand stone for reuse in construction. Stroitel’nye Materialy [Construction Materials]. 2024. No. 1–2, pp. 9–14. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2024-821-1-2-9-14

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