Ключевые слова: industrial waste

Opportunities for environmentally sustainable development of low-carbon technologies in cement production

https://doi.org/10.58224/2618-7183-2025-8-4-1
Аннотация
In the context of the transition to a low-carbon economy, the development and implementation of environmentally sustainable technologies in cement production is becoming a key priority. Therefore, the development of new binding materials with reduced clinker content or no clinker at all is becoming a key area for reducing the carbon footprint in construction. Use of clinker-free binders, such as geopolymers and various equivalents based on mineral additives, can significantly reduce the carbon footprint of the construction sector in the environment. The most promising and appropriate benchmark is the disposal of industrial waste of aluminosilicate oxide composition with subsequent mechanical and alkaline activation. For the first time, the microstructure of geopolymers based on aspiration cement dust and tuff has been comprehensively studied. The theoretical prerequisite for the creation of a binder system of such a concept is the synthesis of sufficiently strong and resistant to external manifestations of alkali metals, including the structures of frame aluminosilicates with a hidden crystalline structure. The results of a comprehensive study (X-ray phase analysis, scanning electron microscopy, electron dispersion spectrometry, differential thermal analysis and IR spectroscopy) indicate the presence of characteristic hydration reaction products in the geopolymer paste. The following have been identified in the composition of the material: hydrated aluminosilicates; aluminates; silicate groups of sodium and calcium; mineral phases (quartz, calcite); feldspars of the albite-orthoclase series; micaceous components, etc. The data obtained confirm the typical composition characteristic of the processes of structure formation in geopolymer systems. The results obtained on the key results of the conducted studies confirm the high efficiency of the proposed technology and guarantee increased strength and durability of geopolymer concrete.
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Study of thermal-physical properties of porous ceramic insulation products

https://doi.org/10.58224/2618-7183-2025-8-3-7
Аннотация
The detailed description of the main parameters, influencing the thermal insulation characteristics of building walls is presented in this article. In addition the analysis of this parameters study in modern construction practice is made. The main characteristics of concrete based on porous expanded clay granules are presented, including the results of studies of capillary absorption, moisture transfer rate and moisture absorption properties of porous expanded clay concrete samples affecting the thermal conductivity coefficient. The research results are presented in the context of thermal insulation and fire-resistant ceramic granules application as fillers in porous concrete walls. On the basis of results of study of the organomineral additives influence on the thermal conductivity coefficient of porous expanded clay concrete the study of porous expanded clay concrete samples were carried out. The porous and dense wall concrete sorption moisture and vapour permeability are determined in laboratory conditions. Also the main changes of these parameters at different values of relative humidity of surrounding air are determined.
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Hydraulic activity of crushing screenings of waste open-hearth slag

https://doi.org/10.58224//2618-7183-2024-7-3-3
Аннотация
Theoretically and experimentally studied the hydraulic activity of crushing screenings of waste open-hearth slag and methods for intensifying the hydration hardening of slag stone during operation. During the hardening of slag stone, three periods of pronounced syneresis with gel new formations strengthening the material were established at the ages of 28 – 60, 90 – 180 days and 1 – 2 years. The first period of syneresis, in contrast to the subsequent ones without changing the strength of the samples, is recorded by the linear shrinkage of the samples, the squeezing out of bound water and the increase in pH. The introduction of two percent of cement dust or lime into the crushing screenings of waste open-hearth slag leads to the strengthening of the slag stone at 28 and 90 days of age by 3 – 4 times. However, by the age of two years, the strength of the samples stabilizes. This fact indicates that the additions of cement dust or lime are not additional binders, but hardening accelerators.
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Study of the characteristics of pavement elements made of rein-forced soil with the use of secondary resources

https://doi.org/10.58224/2618-7183-2023-6-6-2
Аннотация
The importance of using secondary resources on the basis of industrial waste is understood by both governments of developed countries and business (production of Portland cement using ground metallurgical slag as a mineral additive at Novotroitsk, Magnitogorsk, Sterlitamak, Katav-Ivanovsk and other plants in the South Urals). The use of secondary raw materials requires the creation of technological infrastructure for processing of secondary raw materials, the costs of which can be quickly recouped due to the cheapness and availability of industrial secondary raw materials and freeing the territory from environmental pollution. In order to recoup the costs of the infrastructure, it is necessary to guarantee full compliance of the quality of pavement elements with the requirements of GOST R 59120-2021. Secondary raw materials have a great variety and laboratory analysis of the quality of pavement elements is required in order to design compositions with the best quality, satisfy-ing all regulatory requirements. In our work the authors present the results of laboratory research and evaluation of the possibility of using clinker-free lime-slag binder based on the mineral product of so-da production and metallurgical slags to strengthen and stabilize soils for their use in pavement struc-tures in the construction of roads for various purposes and climatic zones.
It is experimentally shown that the addition of lime-slag binder in the amount of 8-10% of the dry weight of both cohesive (loamy soil, loamy sand) and non-cohesive (fine sand) soil allows to obtain reinforced soil with improved strength and elastic-deformative characteristics, which can be used in-stead of scarce natural crushed stone and gravel in the construction of underlying layers of pavements in the construction and reconstruction of highways. This technology can be used not only in the Rus-sian Federation, but also in a number of other countries, including those with hot dry climates (e.g., the Republic of Egypt).
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