Статьи журнала - Nanotechnologies in Construction: A Scientific Internet-Journal

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Formation of porous structures in production technology of construction materials based on building gypsum plaster

Formation of porous structures in production technology of construction materials based on building gypsum plaster

Anna I. Kurmangalieva, Lyubov A. Anikanova, Aleksander I. Kudyakov, Aleksey B. Steshenko, Aleksander F. Buryanov, Nadezhda A. Lukyanova, Aleksander S. Inozemtsev, Segey S. Inozemtsev

Статья научная

Introduction. This article presents the results of the research works on formation of building gypsum plaster porous structure with the use of recovered anhydrite raw materials and chemical additives, and describes a method for production of wall materials. The relevance of this paper is stipulated by the need to expand the range and increase the manufacture of heat-insulating and structural-heat-insulating products based on gypsum binders and local mineral raw materials, as well as the development of technologies to ensure the production of gypsum materials with improved performance. The authors proposed certain methods for forming the porous structure of building gypsum plaster and improving its performance in terms of porosity and thermal conductivity through the use of modified recovered raw materials and chemical additives of calcium chloride and sodium carbonate. Materials and methods. The study of the effect of modifying additives on the properties of the mixture was carried out using gypsum paste of normal consistency (NC = 55%). The preparation of samples and testing were performed according to the methods specified in the national standards with the use of porous additives of calcium carbonate, fluoroanhydrite and chemical additives for the rheological properties of the mixture, average density and strength of the samples, the patterns and mechanism of the processes of gypsum stone structure formation were established. Results. The application of fluoroanhydrite modified in the disintegrator with an equimolar amount of calcium carbonate leads to a decrease in the average density of the samples to 40% with evenly distributed pores. The analysis of the microstructure of heat-insulating material samples with a density of 550 kg/m3 showed that the average diameter of micropores is 0.45 mm, while the thermal conductivity of samples with complex chemical additives has the thermal conductivity coefficient of 0.25 W/m°C, which is 30% lower than the thermal conductivity of samples without complex additives. Conclusions. The results obtained create the basis for using recovery raw materials and domestic modifying additives as a pore-forming agent, which allow regulating the structure of gypsum stone in order to produce effective wall materials.

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Framed composites based on liquid glass roller molding

Framed composites based on liquid glass roller molding

Meshalkin V.P., Erofeev V.T., Kopytin A.V., Zavalishin E.V., Astashov A.M., Nikitin L.V.

Статья научная

Introduction. The work is devoted to the experimental and theoretical study of the technology and properties of composite materials based on soluble glass. The prospects for the manufacture of floor coverings and other products using frame technology and roller molding are shown. Materials and methods. The frame technology for the manufacture of building composites consists in the first stage of gluing grains of large filler to each other according to the shape of the future product, and in the second stage – filling the voids of the hardened porous frame with a solution component. Roller molding is used both when performing the operation of compacting the frame and when filling its voids with a matrix. The purpose of the work was to conduct an experimental and theoretical study of the manufacturing technology, physical and mechanical properties and chemical and biological stability of composites based on liquid glass. To analyze the mechanism of the stress-strain state of compacted mixtures, a rheological model is considered, in which the mechanical characteristics of the medium are determined by fundamental properties: viscosity, elasticity and plasticity. When conducting experimental studies, sodium liquid glass was used, sodium fluorosilicate was the hardener, and powders based on mineral and organic materials served as fillers. Furyl alcohol was used as a polymer additive. Results. The optimization of the compositions of frames and matrices for framed concretes was performed. The studies were carried out using mathematical methods of experiment planning. Three-factor matrices consisting of 10 experiments were considered. Discussion. The best strength characteristics are demonstrated by matrix compositions that include filler mixtures of quartz sand, pyrite cinders and diatomite, and the greatest strength of the framework is achieved by including granules of 5–10 mm in the composition – 7%, 2.5–5 mm – 23%, 1.25–2,5 – 70%. The chemical and biological resistance of composites on silicate and polymer silicate binders was studied. Chemical resistance was determined in water, aqueous solutions of caustic soda, technological environments of soft drink factories, and biological resistance – in a standard environment of mycelial fungi. It was found that composites containing modifying additives are characterized by higher resistance rates. Conclusion. Scientific and technological foundations for managing the structure and properties of liquid glass framed composites of vibration-free roller molding have been developed, as well as scientifically based solutions for improving the compositions of frame and matrix mixtures by regulating the processes of chemical interaction between components, the grain composition of fillers and aggregates, and the introduction of special additives to ensure increased strength, chemical and biological resistance of concrete.

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Gradient non-woven fabrics with a modified surface nanolayer for water filtration in construction industry

Gradient non-woven fabrics with a modified surface nanolayer for water filtration in construction industry

Victor G. Nazarov, Leonid A. Ivanov, Alexander V. Dedov, Elena S. Bokova, Evgeny S. Statnik

Статья научная

Introduction. The aim of the work is to determine the influence of the structure of the filter materials formed as a result of modification of the surface layer on their water permeability and the size of trapped solid particles. Materials and methods. The non-woven fabrics from a mixture of polyethylene-terephthalate (PET) (70 wt.%) and bicomponent fibers (BCF) of the coreshell structure were used as objects of the study. The non-woven fabrics were obtained by mechanically forming the canvas with its subsequent hardening by needle punching. The resulting materials were modified by heat treatment. The water transfer in the modified materials was determined by the permeability coefficient. The filtration efficiency was determined by the number of trapped particles of a certain size. Results and discussion. The needle-punched non-woven fabrics without additional heat treatment are not suitable for water filtration. The proposed method of thermal and deformation-thermal modification provides the production of gradient materials with a controlled thickness of the nanoscale surface layer. Although a decrease in water permeability is observed, the modified material traps solid particles with a smaller (compared to unmodified ~ 20 μm) equivalent diameter of 2–4 μm, which is sufficient to prepare water for use in steam generators and in the production of building materials. Conclusion. The optimal parameters of deformation-heat treatment for obtaining the high-effective filtration non-woven materials were established: the temperature – 180оC, the processing speed – 3.5 m/min.

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Happy New Year 2020!

Happy New Year 2020!

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Happy New Year 2021!

Happy New Year 2021!

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Happy New Year 2022!

Happy New Year 2022!

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Happy New Year 2023!

Happy New Year 2023!

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Happy New Year 2024!

Happy New Year 2024!

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Happy New Year 2025!

Happy New Year 2025!

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Happy New Year 2026!

Happy New Year 2026!

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High-Performance Concretes for Machine Building with Nano- and Micro-Scale Raw Materials

High-Performance Concretes for Machine Building with Nano- and Micro-Scale Raw Materials

Vitaly A. Beregovoy, Evgeny V. Snadin, Alexander S. Inozemtsev, Anton S. Pilipenko

Статья научная

Introduction. The unique combination of rheotechnological properties and mechanical performance opens up prospects for the application of self-compacting and high-strength concretes in the manufacturing of base elements for machines and industrial equipment. The processes of adsorption of modern plasticizers on various mineral and polymeric modifiers of concrete mixtures were investigated. The compatibility of nano- and micro-scale mineral additives in composite cementitious binders was determined using calorimetry with an improved semi-adiabatic setup. Materials and methods. The cementitious binders used were CEM 52.5N Portland cement (Asia Cement LLC, Russia) and Nanodur (Germany, Dyckerhoff GmbH); hyperplasticizers included Melflux 1641F, 2651F, 5581F (Germany), PCE TR-6088 (China), Sika ViscoCrete 240 HE Plus and 226-P (Russia); superabsorbent polymer; nano- and micro-scale mineral additives included microsilica MK-85, metacaolin VMK-45, microcalcite MM-315, marshalite Silverbond 15 EW, and ground silica-containing rocks. Selective dissolution, differential thermal analysis, laser granulometry, and semi-adiabatic calorimetry were employed. Results and discussion. The quality of ultrafine mineral additives determines their ability to chemically bind portlandite through pozzolanic activity. Among the investigated additives, microsilica and gaize demonstrated the highest pozzolanic activity. Thermal activation was effective for components consisting of crystalline silica (marshalite, ground quartz sand), resulting in a 25% increase in performance. There was no selective adsorption of hyper plasticizer molecules by superabsorbent modifiers based on sodium polyacrylate compositions. Metakaolin and tremolite exhibited high adsorption to hyper plasticizers among the mineral additives. The rapid evaluation of the influence of formulation factors on the setting of cementitious composites was tested on an improved version of the semi-adiabatic calorimeter. Conclusions. The presence of micro-scale mineral additives based on microsilica in composite cementitious binders enables the development of high-performance concretes adapted for machine building. The study of pozzolanic activity, adsorption capacity, and cumulative heat release curves has indicated the feasibility of replacing microsilica with metacaolin and the potential for its partial blending with finely ground natural gaize. Analysis of the thermal effects accompanying the hydration processes of the "cement-additive-water" system with calorimeters allows us to provide more efficient research on the compatibility of additives in high-performance concrete compositions.

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High-performance nano-modified concrete of increased strength and durability

High-performance nano-modified concrete of increased strength and durability

Sergey P. Kasatkin, Valentina Y. Soloviova, Irina V. Stepanova, Dmitry V. Kuznetsov, Dmitry A. Sinitsin

Статья научная

Introduction. To create concrete with a set of physical and mechanical characteristics, a rational selection of the components of the concrete mix is required, including the use of finely dispersed fillers, including those based on recyclable materials, and a highly effective chemical additive of a certain nature and reactive action, which has a complex effect on concrete system. Methods and materials. The effectiveness of the components in used additive was assessed by changing the indicators of compressive strength, tensile strength in bending, the assessment of which was carried out according to GOST 10180-2012 “Concrete. Methods for determining the strength of control samples. For carrying out scientific and experimental studies, the following materials were used: Portland cement CEM I 42.5N; natural sand; fine microsilica; complex chemical additive with increased plasticizing and reactive effects. Results. The combination of polycarboxylate polymers and nanodispersions of silicon hydroxide enhances the effectiveness of each component, which is reflected in a significant increase in the coefficient of crack resistance of concrete at high compressive strength. It has been established that when using a complex nanopolymer chemical additive, the increase in tensile strength in bending is 67% and it exceeds the increase in compressive strength by more than 30%. Discussion. An increase in hydration activity in the presence of a nanopolymer additive has a positive effect on the compaction of the emerging concrete structure. Confirmation of the formation of a dense and strong structure during the hardening of nanomodified concrete is an increase in the water resistance of concrete by 2.5 times and its frost resistance by more than 2.5 times. Conclusion. The advantage of nanomodified concrete is its increased chemical resistance to carbon dioxide and magnesia corrosion and, in accordance with the index of chemical resistance coefficient, CCSт> 0.8, and GOST R 58895-2020, the developed nanomodified concrete belongs to chemically highly resistant concretes. It is advisable to recommend nanopolymer concrete with high physical and mechanical properties for the manufacture of structures for overhead power transmission lines (OPL).

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