Javascript must be enabled to continue!
Performance of coatings containing treated silica fume in the corrosion protection of reinforced concrete
View through CrossRef
Purpose
This study aims to apply novel anticorrosive pigments containing silica fume-phosphates (Si-Ph), which were prepared using core-shell technique by covering 80-90 per cent silica fume (core) with 10-20 per cent phosphates (shell) previously, to play dual functions simultaneously as anticorrosive pigments in coating formulations and as an anticorrosive admixture in concrete even if it is not present in the concrete itself. Two comparisons were held out to show the results of coatings on rebars containing core-shell pigments in concrete, and concrete admixtured with silica fume can perform a dual function as anticorrosive pigment and concrete admixture. The evaluation of corrosion protection efficiency of coatings containing core-shell pigments and those containing phosphates was performed.
Design/methodology/approach
Simple chemical techniques were used to prepare core-shell pigments, and their characterization was carried out in a previous work. These pigments were incorporated in solvent-based paint formulations based on epoxy resin. Different electrochemical techniques such as open-circuit potential and electrochemical impedance spectroscopy were used to evaluate the anticorrosive efficiency of the new pigments.
Findings
The electrochemical measurements showed that concrete containing coated rebars with core-shell pigments exhibited almost similar results to that of concrete admixtured with silica fume. Also, the anticorrosive performance of coatings containing Si-Ph pigments offered protection efficiency almost similar to that of phosphates, proving that these new pigments can perform both roles as anticorrosive pigment and concrete admixture.
Originality/value
Although the new Si-Ph pigments contain more than 80 per cent waste material, its performance can be compared to original phosphate pigments in the reinforced concrete.
Title: Performance of coatings containing treated silica fume in the corrosion protection of reinforced concrete
Description:
Purpose
This study aims to apply novel anticorrosive pigments containing silica fume-phosphates (Si-Ph), which were prepared using core-shell technique by covering 80-90 per cent silica fume (core) with 10-20 per cent phosphates (shell) previously, to play dual functions simultaneously as anticorrosive pigments in coating formulations and as an anticorrosive admixture in concrete even if it is not present in the concrete itself.
Two comparisons were held out to show the results of coatings on rebars containing core-shell pigments in concrete, and concrete admixtured with silica fume can perform a dual function as anticorrosive pigment and concrete admixture.
The evaluation of corrosion protection efficiency of coatings containing core-shell pigments and those containing phosphates was performed.
Design/methodology/approach
Simple chemical techniques were used to prepare core-shell pigments, and their characterization was carried out in a previous work.
These pigments were incorporated in solvent-based paint formulations based on epoxy resin.
Different electrochemical techniques such as open-circuit potential and electrochemical impedance spectroscopy were used to evaluate the anticorrosive efficiency of the new pigments.
Findings
The electrochemical measurements showed that concrete containing coated rebars with core-shell pigments exhibited almost similar results to that of concrete admixtured with silica fume.
Also, the anticorrosive performance of coatings containing Si-Ph pigments offered protection efficiency almost similar to that of phosphates, proving that these new pigments can perform both roles as anticorrosive pigment and concrete admixture.
Originality/value
Although the new Si-Ph pigments contain more than 80 per cent waste material, its performance can be compared to original phosphate pigments in the reinforced concrete.
Related Results
Health monitoring of silica fume based concrete structures
Health monitoring of silica fume based concrete structures
Abstract
Structural Health Monitoring (SHM) technique is employed for health assessment and characterization of materials of various infrastructural systems. The EM...
Combined Impact of PolypropyleneFibers and Silica Fume on M30 Concrete Grade
Combined Impact of PolypropyleneFibers and Silica Fume on M30 Concrete Grade
This research project investigates the combined influence of silica fume and polypropylene fibers on the mechanical properties of M30 grade concrete. Silica fume, known for its abi...
Impact on concrete properties using e-plastic waste fine aggregates and silica fume
Impact on concrete properties using e-plastic waste fine aggregates and silica fume
Plastic obtained from the discarded computers, televisions, refrigerators, and other electronic devices is termed as e-plastic waste. E-plastic waste is non-biodegradable waste. Th...
Silica Fume – An Admixture for High Quality Concrete
Silica Fume – An Admixture for High Quality Concrete
By addition of some pozzolanic materials, the various properties of concrerte viz, workability, durability, strength, resistance to cracks and permeability can be improved. Silica ...
He found use for reinforced concrete where, it would seem, this material has no place
He found use for reinforced concrete where, it would seem, this material has no place
Introduction. The article is devoted to an employee of the Research Institute of Reinforced Concrete, Doctor of Technical Sciences, Professor I.G. Ludkovsky, a specialist in the fi...
Tensile and Compressive Strength of Silica Fume-Cement Pastes and Mortars
Tensile and Compressive Strength of Silica Fume-Cement Pastes and Mortars
Abstract
The effect of silica fume on the compressive and uniaxial direct tensile strength of portland cement paste and mortar is reported. Sixteen and 25% of the ce...
Investigation of structural behavior of corroded RC columns
Investigation of structural behavior of corroded RC columns
Due to the reinforcement corrosion that occurs in reinforced concrete elements, the targeted performance levels of the structures are negatively affected. The main negative effects...
Investigation of structural behavior of corroded RC columns
Investigation of structural behavior of corroded RC columns
Due to the reinforcement corrosion that occurs in reinforced concrete elements, the targeted performance levels of the structures are negatively affected. The main negative effects...

