521051
Calcium nitrite solution
30 wt. % in H2O
Synonym(s):
Calcium dinitrite, Calcium nitrite, Calcium nitrite (Ca(NO2 )2 )
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About This Item
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form
liquid
Quality Level
concentration
27-33% (titration by KMnO4)
30 wt. % in H2O
refractive index
n20/D 1.3946
density
1.30 g/mL
SMILES string
[Ca++].[O-]N=O.[O-]N=O
InChI
1S/Ca.2HNO2/c;2*2-1-3/h;2*(H,2,3)/q+2;;/p-2
InChI key
AONJRPXZCVADKF-UHFFFAOYSA-L
General description
Calcium nitrite solution (Ca(NO2)2) is widely utilized as a corrosion inhibitor. It protects the metal surface against chloride attack and increases the threshold level and improves the overall life of the concrete. Ca(NO2)2 does not change the mechanical properties of the cement.
Storage Class Code
10 - Combustible liquids
WGK
WGK 3
Flash Point(F)
230.0 °F - closed cup
Flash Point(C)
110 °C - closed cup
Personal Protective Equipment
dust mask type N95 (US), Eyeshields, Gloves
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Nitrite admixed concrete for wastewater structures: Mechanical properties, leaching behavior and biofilm development
Construction Building Materials, 233, 117341-117341 (2020)
A novel approach for quantitative LIBS fluorine analysis using CaF emission in calcium-free samples
Journal of Analytical Atomic Spectrometry, 32(1), 162-166 (2017)
Environmental science & technology, 54(4), 2323-2333 (2020-01-25)
Microbially induced concrete corrosion is a major deterioration process in sewers, causing a huge economic burden, and improved mitigating technologies are required. This study reports a novel and promising effective solution to attenuate the corrosion in sewers using calcium nitrite-admixed
Analytical chemistry, 89(13), 7069-7076 (2017-04-25)
Knowledge of single-cell metabolism would provide a powerful look into cell activity changes as cells differentiate to all the tissues of the vertebrate embryo. However, single-cell mass spectrometry technologies have not yet been made compatible with complex three-dimensional changes and
Effect of calcium nitrite-based corrosion inhibitor in preventing corrosion of embedded steel in concrete
Cement and Concrete Research, 36(3), 530-535 (2006)
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