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KEY WORDS:
sustainable development, cement production, decarbonization, Best Available Techniques
KEY WORDS:
zeolites, clinoptilolite, building materials, Portland cement, concrete, cement system, hydration
ABSTRACT:
The article presents an analytical study on the use of natural and synthetic zeolites in the production of building materials. The deposits of zeolites, features of their structure and classification are considered, which make it possible to reveal such useful properties as ion-exchange, sorption, catalytic. A number of researchers noted that the structural features of zeolites affect the structure formation of cement stone, accelerating the hydration of tricalcium silicate and the early formation of C-S-H products. It has been shown that the replacement of a part of Portland cement with zeolite (up to 20%) leads to its saving and improvement of the environmental situation associated with the reduction of harmful emissions in the production of cement clinker. At the same time, more efficient heat-insulating materials suitable for use in arctic conditions, or corrosion-resistant, applicable for hydraulic engineering construction, have been obtained. It was found that zeolite can be used in combination with nanoadditives, which leads to strengthening and compaction of the structure of the cement system and can serve as the basis for obtaining high-strength concretes. Thus, we can conclude that zeolites are ideal components that make it possible to obtain many building materials that are diverse in terms of their functional purpose and serve as an object of material science research.
FOR CITATION: Kozlova I.V., Sinotova M.V. Options for the use of zeolites the production of building materials // Technique and technology of silicates. – 2023. - Vol. 30, No2. - Pp. 116 – 128
ABSTRACT:
As part of the development of modern building materials science, it is necessary to design new functional building materials that would combine maximum physical and mechanical characteristics along with high aesthetic parameters, would be environmentally friendly and durable. Such materials include cement composites based on white cement with the addition of titanium oxide of anatase modification. Within the framework of this work, industrial titanium oxide was introduced into the cement composition in the process of dry mixing, theproperties of cement paste were investigated as well as physical and mechanical and photocatalytic properties of the obtained cement compositions were determined. As a result of the study, the optimal composition with 5% (TiO2) by weight of the mineral binder was found, combining maximum physical, mechanical and photocatalytic parameters.KEY WORDS:
Ultra-High-Performance Concrete, silica fume, compacted silica fume, uncompacted silica fume, efficiency factor, strength
ABSTRACT:
The object of research is Ultra-High-Performance Concrete. The most frequently used active mineral admixture to produce this material is silica fume. For rational mix design of concrete with mineral admixture, the efficiency factor of the admixture is widely used, which shows how many mass parts of cement can be replaced by one part of the admixture without reducing the strength of concrete. In this paper, the efficiency factor of two types of silica fume was determined: compacted silica fume (CSF-85) and uncompacted silica fume (SF-85) under different stress states of concrete: compression, bending and tension. The efficiency factor was found to be independent of the type of silica fume. The highest value of the efficiency factor was obtained when the concrete was tested in splitting tension, while the lowest value was obtained in compression. In the course of analyzing the results obtained in this work, as well as data from various literature sources, regression equations were obtained to calculate the efficiency factor of silica fume depending on its dosage. An equation for calculating concrete strength as a function of effective water-cement ratio was also derived.FOR CITATION: Solovev V.G., Matiushin E.V. Efficiency factor of silica fume in ultra-high-performance concrete // Technique and technology of silicates. – 2023. Vol. – 30, No2. – Pp. 162 – 177.
KEY WORDS:
expanded clay dust, cement-silicate paint, portland cement, dry powder for producing liquid soda glass, production waste
ABSTRACT:
The presented work examines the possibility of using waste from the production of expanded clay gravel - expanded clay dust - as a modifying component in a decorative and finishing facade composition based on dry powder to produce liquid soda glass and portland cement. A comprehensive study of the control and modified compositions was carried out using methods of physicochemical analysis: IR spectral, differential thermal and scanning electron microscopy. It has been established that expanded clay dust has a slight effect on the mineralogical composition of new formations in a silicate coating, but helps to reduce the size of pores and their more uniform distribution throughout the volume of the hardened composition, which helps to compact the structure and increase the strength of the coating. The developed composition differs from the known two-component traditional silicate compositions by the possibility of producing it in the form of a dry mixture, which can be mixed with water before use.
FOR CITATION: Yakovlev G.I., Knyazeva S.A., Gordina A.F., Polyanskikh I.S., Buryanov A.F., Dulesova I.G. Decorative and finishing silicate composition modified with expanded clay dust concrete // Technique and technology of silicates. – 2023. Vol. – 30, No2. – Pp. 178 – 186.
KEY WORDS:
carbon dioxide, carbonization corrosion, degradation, shrinkage, chemical additives, self-healing cracks, calcium hydrocarboaluminates and hydrocarboxylicates, cement stone, "dry ice".
ABSTRACT:
Carbonization of cement stone depending on the binder composition, curing conditions and variable environmental factors can lead to corrosion and irreversible degradation as well as serve as a powerful creative factor of structure strengthening, self-healing of concrete cracks, reduction of shrinkage and carbonization corrosion of building material. The observed processes of structure formation during natural and forced carbonization of cement systems are based on reactions of interaction of carbon dioxide and its derivatives with calcium aluminates and aluminoferrites with formation of hydrocarboaluminates of different composition. The decisive role in the stability of curing structures capable of resisting both carbon dioxide and sulfate corrosion of cement stone and concrete is the binding of portlandite, and in some cases, the introduction of chemical additives leading to the strengthening of structures. It is shown that the retarding effect of additives on the hydration processes and the formation of films on the products of new formations leads to the emergence of more homogeneous and more durable curing structures.