Toimialayhteisöt

 

This document specifies the safety requirements and test methods for pushchairs and prams, designed for the carriage of one or more children, up to 22 kg each and up to 20 kg for any integrated platform on which a child can stand. This document does not cover toys, baby carriers fitted with wheels; pushchairs and prams propelled by a motor and pushchairs and prams designed for children with special needs. Where a pushchair or pram or any part of the pushchair or pram has several functions or can be converted into another function it is due to comply with relevant standard(s).

 

ISO 14114:2017 applies to acetylene cylinder manifold systems extending from the cylinder valve or the bundle outlet connections to the outlet connection of the main shut-off valve. It specifies requirements for design, materials and testing of cylinder manifold systems for the supply of acetylene for use in welding, cutting and allied processes. ISO 14114:2017 applies to acetylene cylinder manifold systems in which acetylene single cylinders or acetylene bundles are coupled for collective gas withdrawal. NOTE National regulations exist regarding limitation of the amount of single cylinders/bundles of acetylene on a single location (e.g. in warehouse or connected to a manifold system). ISO 14114:2017 also covers a test procedure for decomposition blockers.

 

This document specifies the composition, property requirements and tolerances on dimensions and form for seamless round drawn copper and copper alloy tubes for heat exchangers, condensers, evaporators and desalination equipment. It is applicable to copper and copper alloy tubes supplied in the size range from 6 mm up to and including 76 mm outside diameter and from 0,5 mm up to and including 3 mm wall thickness. The sampling procedures and the methods of test for verification of conformity to the requirements of this document are also specified.

 

This document specifies the composition, property requirements and tolerances on dimensions and form for rolled, finned, seamless copper and copper alloy tubes for heat exchangers. It is applicable to copper and copper alloy tubes supplied in the size range from 6 mm up to and including 35 mm outside diameter; from 1 mm up to and including 3,5 mm wall thickness of the unfinned section; and with fin height up to and including 4,5 mm. The sampling procedures and the methods of testing for verification of conformity to the requirements of this document are also specified.

 

This document establishes general principles for the execution of soil treatment by deep vibration. The following types of treatment are covered by this document: - deep vibratory compaction to densify the ground as mentioned in EN 1997 3:2025, Annex I, Table I.1; - vibrated columns formed by inserted granular material laterally/radially compacted against the surrounding ground to form a stiff composite column-soil structure (vibrated compacted granular columns) as mentioned in EN 1997 3:2025, Annex I, Table I.2; - vibrated columns formed by inserted material developing unconfined compressive strength comprising a composite of binder and granular material (rigid columns) as mentioned in EN 1997 3:2025, Annex I, Table I.2. The following treatment methods are covered by this document: - methods in which depth vibrators, containing oscillating weights which cause horizontal vibrations, are inserted into the ground; - methods in which compaction probes are inserted into the ground using a vibrator, which remains above ground surface, and which oscillates in a vertical mode. Treatment methods are outlined in Annexes A, B, C and D. The following treatment methods, among others, are not included in this document: - dynamic compaction, dynamic replacement and other methods in which some form of treatment is applied to the ground surface; - uncompacted granular columns primarily used as drains; - explosive compaction.

 

This document specifies characteristics of factory-made double skin metal faced insulating sandwich panels intended to be used as elements for self-supporting applications in construction works in roofs, external and internal walls (including partitions) and in ceilings (hereafter referred to as non-structural sandwich panels). The non-structural sandwich panels consist of two faces made of: — steel; — stainless steel; — aluminium; — aluminium alloys; — copper and insulating core made of: — rigid polyurethane (PU) (see 3.1.17); — expanded polystyrene (EPS) (see 3.1.15); — extruded polystyrene foam (XPS) (see 3.1.16); — phenolic foam (PF) (see 3.1.14); — mineral wool (MW) (see 3.1.13) either by using an auto-adhesive bonding technique or by using a separate adhesive layer. Products which are — curved; — perforated (perforated faces); — used for stabilization purposes; — consisting of two or more clearly specified layers of different insulating core materials (multi-layered) or of different materials per face; — used as ceilings when fastening is under permanent tension load; — parts of clean room kits, conditioning room kits, cold storage room kits and cold storage building envelope and building kits; — reused; are excluded from this product definition. Products intended to be used for structural applications are excluded from this product definition.

 

This document specifies test methods needed for determination of mechanical strength, building physical behaviour and durability of factory-made double skin metal faced insulating sandwich panels (hereafter sandwich panels) for both self-supporting and structural applications in roofs, in external and internal walls (including partitions) and in ceilings in buildings as well as those in cold store applications.

 

This document covers structural double skin metal faced insulating sandwich panels intended to be used as elements for structural applications in construction works in roofs, in external and internal walls (including partitions) and in ceilings (hereafter referred to as structural sandwich panels). The structural sandwich panels consist of two faces made of: — steel; — stainless steel; — aluminium; — aluminium alloys; — copper and insulating core made of — rigid polyurethane foam (PU) (see 3.1.23); — expanded polystyrene (EPS) (see 3.1.21); — extruded polystyrene foam (XPS) (see 3.1.22); — phenolic foam (PF) (see 3.1.20); — mineral wool (MW) (see 3.1.19) either by using an auto-adhesive bonding technique or by using a separate adhesive layer. Products which are — curved; — perforated (perforated face); — used for stabilization purposes having insulation core material of phenolic foam; — consisting of two or more clearly specified layers of different insulating core materials (multi-layered) or of different materials per face; — used as ceilings when fastening is under permanent tension load; — parts of clean room kits, conditioning room kits, cold storage room kits and cold storage building envelope and building kits; — reused are excluded from this product definition.

 

This document specifies test methods for determination of characteristics for fixing of factory-made double skin metal faced insulating sandwich panels (hereafter referred to as sandwich panels) to substructure and for stabilization of substructure. Sandwich panels are used for both self-supporting and structural applications in roofs, in external and internal walls (including partitions) and in ceilings in buildings as well as those in cold store applications.

 

This document specifies design methods for combination of actions and spans for factory made double skin metal faced insulating sandwich panels (hereafter sandwich panels). The sandwich panels are for use in self-supporting and structural applications in roofs, in external and internal walls (including partitions) and in ceilings in buildings as well as those in cold store applications. This document covers uniformly distributed loads, line loads perpendicular to the span over the full width of the panel and thermal gradients, it gives no information about normal forced axially loaded sandwich panels, torsional loaded sandwich panels or sandwich panels as a part of a diaphragm.

 

Tässä asiakirjassa määritellään tapahtumien vastuullisuuden hallintajärjestelmän vaatimukset kaiken tyyppisille tapahtumille ja tapahtumiin liittyville toiminnoille ja annetaan ohjeita näiden vaatimusten täyttämiseen. Tätä asiakirjaa voidaan soveltaa mihin tahansa organisaatioon, joka haluaa: a) perustaa, toteuttaa, ylläpitää ja parantaa tapahtumien vastuullisuuden hallintajärjestelmää b) varmistaa, että hallintajärjestelmä on organisaatiolle määritellyn vastuullisuuspolitiikan mukainen c) saavuttaa tapahtumien vastuullisuuden hallintajärjestelmälle asetetut tavoitteet d) osoittaa vapaaehtoisesti vaatimustenmukaisuuden tämän asiakirjan kanssa seuraavin tavoin: — ensimmäinen osapuoli (itsearviointi ja itseilmoitus) — toinen osapuoli (vaatimustenmukaisuuden vahvistaminen organisaation sidosryhmien, kuten asiakkaiden, toimesta tai muiden toimijoiden toimesta heidän puolestaan) — riippumaton kolmas osapuoli (esimerkiksi sertifiointielin).

Tämä standardiehdotus sisältää kansainvälisen standardin ISO 20121:2024 "Event sustainability management systems — Requirements with guidance for use" englanninkielisen tekstin ja suomenkielisen käännöksen.
Tällä lausuntokierroksella on tarkoitus selvittää, tulisiko tämä standardi hyväksyä kansalliseksi SFS-standardiksi. Vastaa lausuntopyyntöpalvelun kohdassa ’Ota kantaa’ tulisiko tämä ISO-standardi vahvistaa kansalliseksi SFS-ISO-standardiksi.
SFS:n tehtävänä on ylläpitää suomalaista SFS-standardikokoelmaa. Maailmanlaajuisten standardien kohdalla ISO vahvistaa standardin ensin, ja Suomi päättää sen jälkeen, vahvistaako se standardin vai ei.
Vahvistamispäätökseen vaikuttaa alan suomalainen näkemys ja  kiinnostus vahvistettavaan standardiin.

 

This document specifies general requirements for adhesive selection with the adhesive bonding process and quality assurance used in space systems. This document can be applied to different types of adhesive materials in space systems, such as launch vehicles, satellites, spacecraft and space station for the following applications: bonding, components embedding (only for space application), sealing, fixing and repairing.

 

 

This standard provides information and additional requirements for biomechanical effects and risks of amusement ride riders in addition to requirements according to ISO-17842. This standard could be useful for reducing potential discomfort and biomechanical risks in particularly dynamic rides featuring special effects which can cause biomechanical effects in combination with psychoemotional effects. For design requirements refer to ISO 17842-1. The document of reference for amusement ride and amusement devices approval for use is ISO 17842, as it contains already all safety requirements. Standard 17929 provides additional information and data to further explain the nature, the potential effects of impacts and methods of acceleration impulse analysis. The standard is not applicable to models and types of amusement ride which were put into operation before its effective date and are considered service proven.

 

This document provides the key principles for the analysis of microplastics in drinking water and water with low content of natural suspended solids using thermo-analytical methods. This document covers the determination of polymer types and the mass of microplastics in the sample. This document is not applicable for the determination of particle size, particle shape and particle numbers. This document is applicable for the detection of microplastics in drinking water and waters with low content of natural total suspended solids (TSS)11ISO 6107 or ISO 5667-27 (1 mg/l to 100 mg/l) or lower if they interfere with determination.. The described detection procedures are suitable for various types of samples. NOTE In cases where this document is used for the detection of microplastics in water with TSS contents higher than those defined here, laboratories commonly include additional quality assessment and control measures (including preparation) to evaluate whether the detection methods perform adequately for increased amounts of TSS. This document describes the detection of different types of polymers, [the most used ones in the industry and the most abundant ones in the environment being polyethylene (PE), polypropylene (PP), polyethylene terephthalate (PET) and polystyrene (PS), which are analysed by thermo-analytical methods]. Depending on the used thermo-analytic methods, additional further polymer can be detected, such as polyvinylchloride (PVC), polycarbonate (PC), poly-methylmethacrylate (PMMA) polyamides (PA), polyurethanes (PU), as well as signals from PS-co-polymers22 PS-co-polymers are polymers of styrene, acrylonitrile and butadiene (such as ABS). Signals from PS-co-polymers can be derivate from tire wear (including SBR) and can be detect with the methods as well, but elastomers are outside the scope of this document..

 

This document sets out key principles for the investigation of microplastics using thermo-analytical methods in water with low content of natural suspended solids. This document gives requirements for the standardisation of methods towards harmonized procedures for determination of microplastics contents.

 

This document provides standard procedures for the collection, handling and storage of soil for subsequent biological testing under aerobic conditions in the laboratory. It applies to the collection, handling and storage for assessing the effects of soil on microorganisms, invertebrates (e.g. survival, reproduction, growth, behaviour) and plants (e.g. development, growth). This document is not applicable to the handling of soil where anaerobic conditions need to be maintained throughout. This document describes how to minimize the effects of differences in temperature, water content, and availability of oxygen on aerobic processes as well as the fractionation of soil particles to facilitate reproducible laboratory determinations.[1][2] This document is mainly applicable to temperate soils. Soils collected from extreme climates (e.g. permafrost, tropical soils) can require special handling. NOTE This document does not provide standard procedures on the collection, handling and storage of soil organisms when assessing the structure and function of soil organism communities in the field. Such standard procedures are provided in the ISO 23611 series.

 

This document specifies a field method for the assessment of the surface density of various water-soluble salts on steel surfaces, before and/or after surface preparation, by conductometric determination. The individual surface densities of the salt composition like chlorides, sulphates, sodium, etc, cannot be determined by this method. This method assesses only contaminants that forms an electrolyte (ions) when in contact with water. These represent the greater part of the contaminants.

 

This document specifies a method for the determination of extractable metals in leather using extraction with an acid artificial-perspiration solution and subsequent determination with inductively coupled plasma optical emission spectrometry (ICP-OES), inductively coupled plasma mass spectrometry (ICP-MS), atomic absorption spectrometry (AAS) or spectrometry of atomic fluorescence (SFA). This method determines extractable metals in leather; it is not compound-specific or specific to the oxidation state of the metals. This method is especially suitable for determining the extractable chromium in chromium-tanned leathers. The method is applicable for the determination of many extractable metals, including: Interlaboratory test results and the quantification limits possible with ICP-OES are given in Table A.1 and Table A.2 of Annex A.

 

This document specifies the geometric concepts and parameters for cylindrical gears with involute helicoid tooth flanks. Flank modifications are included. The formulae in this document apply to all pressure angles. It also covers the concepts and parameters for involute cylindrical gear pairs with parallel or crossed axes, and a constant gear ratio. Gear and mating gear in these gear pairs have the same basic rack tooth profile.