Project translation

Chemical analysis of raw materials and refractory products containing silicon-carbide, silicon-nitride, silicon-oxynitride and sialon - Part 3: Determination of nitrogen, oxygen and metallic and oxidic constituents (ISO 21068‑3:2024)

Chemical analysis of raw materials and refractory products containing silicon-carbide, silicon-nitride, silicon-oxynitride and sialon - Part 4: XRD methods (ISO 21068‑4:2024)

Methods of test for dense shaped refractory products - Determination of resistance to abrasion at ambient temperature (ISO 16282:2007)

Copper and copper alloys - Ingots and castings

Chemical analysis of refractories - General requirements for wet chemical analysis, atomic absorption spectrometry (AAS) and inductively coupled plasma atomic emission spectrometry (ICP-AES) methods (ISO 26845:2008)

Monolithic (unshaped) refractory products - Part 3: Characterization as received (ISO 1927-3:2012)

Monolithic (unshaped) refractory products - Part 7: Tests on pre-formed shapes (ISO 1927-7:2012)

Monolithic (unshaped) refractory products - Part 4: Determination of consistency of castables (ISO 1927-4:2012)

Monolithic (unshaped) refractory products - Part 6: Measurement of physical properties (ISO 1927-6:2012)

Monolithic (unshaped) refractory products - Part 8: Determination of complementary properties (ISO 1927-8:2012)

Copper and copper alloys - Profiles and bars for general purposes

Continuous handling equipment and systems - Safety and EMC requirements for equipment for mechanical handling of bulk materials except fixed belt conveyors

Continuous handling equipment and systems - Safety requirements for equipment for mechanical handling of unit loads

Specification and qualification of welding procedures for metallic materials - Qualification based on tested welding consumables (ISO 15610:2024)

Continuous handling equipment and systems - Safety requirements for fixed belt conveyors for bulk materials

Design using geosynthetics — Part 9: Barriers

Design using geosynthetics — Part 7: Reinforcement

Design using geosynthetics — Part 4: Drainage