Lesovik V.S.

Doctor of Engineering Sciences (Advanced Doctor), Professor, Belgorod State Rechnological University named after V.G. Shukhov, Russia

Involvement of concrete internal potential to reduce portland cement consumption and ensure sustainable development

https://doi.org/10.58224/2618-7183-2025-8-5-9
Abstract
Protection of artificial human habitat from negative impacts of external environment and extension of service life of building structures become priority tasks of structural concrete improvement. The most important vector of development is the increase of their strength due to involvement of the internal resources with minimal use of additional external ones, which corresponds to the sustainable development concept. However, practice shows that now application of high-strength concretes, which are the main focus of researchers, is very limited due to insufficient development of production infrastructure, regulatory documentation, design and construction methods, economic and other reasons.
At the same time, approximation to requirements, according to the sustainable development concept, for the most widely used concretes with grade strength classes (B20-B50) is required right now. In this regard, the idea of application of the most important principles of obtaining high-strength self-compacting concretes in the manufacture of medium strength material is relevant. The article presents the main stages of research on development of the design methodology of medium strength classes self-compacting concretes with reduced Portland cement consumption.
The methodological basis for designing these concretes is the successive introduction of additional components principle while recording their effect on the material properties. The use of ground quartz sand as a mineral additive is due to the concrete mix stability requirements and its widespread availability, which allows for the practical application of the obtained results with minimal barriers and contributes to the reduction of CO2 emissions. It has been established that when selecting sand fineness of 180...220 m2/kg and a fixed amount of active mineral additive (7.5%), the compressive strength of the cement paste can be reduced to the following linear dependence: Rbinder28 = 118.9 – 0.22CM. Rational contents of fine and coarse aggregates have been identified, and their quantitative effect on the strength of the resulting concrete has been established. It has been established that the obtained concretes with increased efficiency of Portland cement using can be used in practice in various construction areas, and are also necessary for the search and transparent monitoring of the influence of others, more reactive mineral additives based on industrial products and rocks.
PDF

FOR THE STUDY OF PECULIARITIES OF STRUCTURE FORMATION OF COMPOSITE BINDERS FOR NON-AUTOCLAVED AERATED CONCRETE

https://doi.org/10.34031/2618-7183-2019-2-3-41-47
Abstract
The basis of the modern market of cellular concrete is autoclaved gas silicate. At the same time, non-autoclaved aerated concrete is largely a more technological material, allowing the variation of its properties within a wide range, having a potentially wider field of application, less costly in the organization of production, which is of great importance for small and medium-sized businesses. The main problem of non-autoclaved aerated concrete is a higher cost of raw materials compared to silicate, and 20...30% lower strength performance. The proposed solution to this problem is the development of special composite binders with a limited content of clinker and mineral additives of various genetic types, taking into account the peculiarities of the two-stage structure formation of the material – gas porization and the formation of the microstructure of the stone. The article deals with some aspects of the interaction in the system “mineral additive – gypsum – by-products of the gas release reaction” in terms of the effect on the viscosity of the swelling mass and the strength of the stone at different times of hardening. Recommendations are given on the preferred compositions of composite binders and dosages of gypsum in the molding mixture when producing a material with an average density in the range of 500...700 kg/m3.
PDF

THERMAL INSULATION SOLUTIONS OF THE REDUCED DENSITY

https://doi.org/10.34031/2618-7183-2018-1-1-40-50
Abstract
Today energy saving and energy efficiency improvement in Russia are priority directions of the country’s energy policy. First of all, when creating an energy-efficient house, it is necessary to think about preventing heat losses through enclosing structures, and only then about reducing lighting costs, optimizing the work of building engineering systems, and the introduction of alternative energy sources. Materials for thermal insulation, the most important characteristic of which is the thermal conductivity, do the main role in the provision of optimal conditions of indoor air. The creation of thermal insulation solutions with improved thermal protection properties is a very acute problem at the moment. In this connection, the purpose of this work was to create effective compositional binders that contribute to the reduction of the density of thermal insulation materials.
Within the framework of the energy-saving program and the development of housing construction of the Russian Federation and the implementation of the Federal Law №185-FZ “On assistance to the reform of housing and communal services”, the creation of new effective building materials with high performance and thermal protection characteristics that can compete with foreign analogues is of great importance.
This article presents new approaches to improve the efficiency of dry heat-insulating mixtures, taking into account the law of affinity structures, which provides for the design of composites using fillers and composite binders of reduced density. Thermal insulation solutions on the basis of dry construction mixtures have superior technology, physical and mechanical and operational performance.
PDF