GSO ISO 12944-6:2013
ISO 12944-6:1998
Gulf Standard
Current Edition
·
Approved on
31 December 2013
Paints and varnishes -- Corrosion protection of steel structures by protective paint systems -- Part 6: Laboratory performance test methods
GSO ISO 12944-6:2013 Files
English
11 Pages
Current Edition
Reference Language
80.85 USD
GSO ISO 12944-6:2013 Scope
This part of ISO 12944 specifies laboratory test methods and test conditions for the assessment of paint systems for the corrosion protection of steel structures. The test results are to be considered as an aid in the selection of suitable paint systems and not as exact information for determining durability.
This part of ISO 12944 covers protective paint systems designed for application to uncoated steel, hot-dip-galvanized steel and steel surfaces with thermally sprayed zinc coatings.
This part of ISO 12944 does not apply to protective paint systems for electroplated or painted steel.
Certain tests in this part of ISO 12944 are not applicable to many water-borne paint systems (see 4.2). Nevertheless, some water-borne paint systems are amenable to testing and evaluation using the procedures described herein, and their results could be taken into account.
The environments defined in ISO 12944-2 are considered
Best Sellers From Chemical and Textile Sector
GSO 1943:2024
Gulf Technical Regulation
Cosmetic Products – Safety Requirements of Cosmetics and Personal Care Products

GSO 151:2022
Gulf Standard
Synthetic Detergents –Household Synthetic Detergents Powder

YSMO GSO 575:2020
GSO 575:2016
Yemeni Standard
Facial tissue - paper


GSO 575:2016
Gulf Standard
Facial tissue - paper

Recently Published from Chemical and Textile Sector
GSO 226:2003
Gulf Standard
METHODS OF TEST FOR HEAD CLOTH
FOR MEN — WHITE GHAUTRA

GSO 1135:2002
Gulf Standard
DETERMINATION OF FREE SULPHUR
IN FERTILIZERS

GSO 752:1997
Gulf Standard
SAMPLING AND PREPARING AQUEOUS SOLUTIONS OF ETHYLENE GLYCOL CONCENTRATE USED IN MANUFACTURE OF ENGINE COOLANTS

GSO 539:1994
Gulf Standard
Carpets - determination of mass of effective pile per unit area that can be shorn away from the backing.
