Toimialayhteisöt

 

This document specifies the method for the digestion of different plant biostimulants with aqua regia to enable a subsequent determination of arsenic (As), cadmium (Cd), copper (Cu), chromium (Cr), mercury (Hg), nickel (Ni), lead (Pb) and zinc (Zn). The method can be also applied for determination of other elements. The method is applicable for all solid and/or liquid plant biostimulants. This document is applicable to the blends of fertilizing products where a blend is a mix of at least two of the following component EU fertilising products categories: Fertilizers, Liming Materials, Soil Improvers, Growing Media, Inhibitors, Plant Biostimulants, and where the following category Plant Biostimulants is the highest % in the blend by mass or volume, or in the case of liquid form by dry mass. If Plant Biostimulants is not the highest % in the blend, the this Standard for the highest % of the blend applies. In case a blend of fertilizing products is composed of components in equal quantity or in case the component EU fertilising products used for the blend have identical formulations11 An example of such a blend is a product with two claimed functions consisting of a non-microbial plant biostimulant and an organic fertilizer composed of 1 kg/kg of plant biostimulant from seaweed., the user decides which standard to apply. The digests are suitable for analysis using ISO 37701-2:2026(ICP-AES) and ISO 37701-3:2026(Hg analysis). NOTE Alternatively, inductively coupled plasma mass spectrometry (ICP-MS) can be used for the determination of the elements in the aqua regia digests if the user proves that the method gives the same results.

 

This document gives guidance on a consistent approach to justify the claims associated with the use of plant biostimulants. This document is aimed primarily at manufacturers, laboratories, researchers, technical centres, and companies that intend to place plant biostimulants on the market, as well as notifying authorities, notified bodies, and market surveillance authorities. To be in compliance with this standard, it is important to also follow the recommendations and quality criteria described in the standard ISO 37700-1:2026 on general principles to demonstrate plant biostimulant claims.

 

This document gives guidance on a consistent approach to justify the claims associated with the use of plant biostimulants. This document is aimed primarily at manufacturers, laboratories, researchers, technical centres and companies that intend to place plant biostimulants on the market, as well as notifying authorities, notified bodies, and market surveillance authorities. To be in compliance with this standard, it is important to also follow the recommendations and quality criteria described in the standard ISO 37700-1:2026 on general principles to demonstrate plant biostimulant claims..

 

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 gives guidance on a consistent approach to justify the claims associated with the use of plant biostimulants. This document is aimed primarily at manufacturers, laboratories, researchers, technical centres, and companies that intend to place plant biostimulants on the market, as well as notifying authorities, notified bodies, and market surveillance authorities. To be in compliance with this standard, it is important to also follow the recommendations and quality criteria described in the standard ISO 37700-1:2026 on general principles to demonstrate plant biostimulant claims.

 

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.

 

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.

 

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 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 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 document specifies the requirements on rail gas pressure welding, including the requirements for approval process, laboratory tests, production test, approval of contractor/welder, as well as the acceptance criteria of gas pressure welds in track. This document concerns the welding of 43 kg/m – 75 kg/m new vignole rails of the same profiles and the same grades. This document is restricted to butt welding for connecting rail ends. NOTE Conformity with the requirements of this standard does not ensure the suitability of a welding process for specific conditions of track and traffic. This document does not cover welds made between different rail sections, differently worn rails or different rail grades.

 

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.