Construction products - Assessment of release of dangerous substances - Part 2: Horizontal dynamic surface leaching test
(1) This Technical Specification specifies a Dynamic Surface Leaching Test (DSLT) which is aimed at
determining the release per unit surface area as a function of time of inorganic and/or non-volatile organic
substances from a monolithic, plate- or sheet-like product, when it is put into contact with an aqueous solution
(leachant). The test method is not suitable for substances that are volatile under ambient conditions.
(2) This test is a parameter specific test focusing on identifying and specifying parameter specific properties
tested under specified conditions. It is not aimed at simulating real situations. The application of results to
specific intended conditions of use may be established by means of modelling (not included in this Technical
Specification).
(3) The modification for granular construction products with low hydraulic conductivity (Annex A) applies for
granular particles with so little drainage capacity between the grains that percolation in percolation tests and in
practice is nearly impossible.
ΚΩΔΙΚΟΣ ΠΡΟΪΟΝΤΟΣ:
CYS CEN/TS 16637-2:2014
(1) This Technical Specification specifies a Dynamic Surface Leaching Test (DSLT) which is aimed at
determining the release per unit surface area as a function of time of inorganic and/or non-volatile organic
substances from a monolithic, plate- or sheet-like product, when it is put into contact with an aqueous solution
(leachant). The test method is not suitable for substances that are volatile under ambient conditions.
(2) This test is a parameter specific test focusing on identifying and specifying parameter specific properties
tested under specified conditions. It is not aimed at simulating real situations. The application of results to
specific intended conditions of use may be established by means of modelling (not included in this Technical
Specification).
(3) The modification for granular construction products with low hydraulic conductivity (Annex A) applies for
granular particles with so little drainage capacity between the grains that percolation in percolation tests and in
practice is nearly impossible.