Toimialayhteisöt
Toimialayhteisö:
Metalliteollisuuden Standardisointiyhdistys
Komitea: CEN/TC 474
(Carbon dioxide Capture, transportation, Utilisation, and Storage (CCUS))
Alkuperä: CEN
Määräpäivä: 2026-07-02
This document specifies requirements and recommendations for measuring the composition of CO2 streams during post capture pipeline transportation.
The primary objective of this document is to establish standardized technical requirements and recommendations necessary for implementing regulations, commercial contracts, inventory ownership and fiscal transactions within the framework of Carbon Capture and Storage (CCS).
This document includes measurements up to the storage injection points but does not cover Measurement, Monitoring, and Verification (MMV) once the CO2 has entered the geological storage complex.
The differentiation between biogenic and non-biogenic CO2 in a CO2 stream is recognized as highly relevant for accounting purposes. However, the measurement methodologies for the biogenic CO2 fraction fall outside the scope of this document, which covers post-capture pipeline transportation. This document is not intended to differentiate between biogenic CO2 and CO2 produced from non-biogenic sources.
Toimialayhteisö:
Metalliteollisuuden Standardisointiyhdistys
Komitea: CEN/TC 459/SC 1
(Test methods for steel (other than chemical analysis))
Alkuperä: CEN
Määräpäivä: 2026-07-02
Specifies the method for determining the ability of sheet and strip to undergo plastic deformation in reverse bending. Can be applied to aluminium and its alloys only after previous agreement. The reverse bend test consists of repeated bending through 90 , in opposite directions, of a rectangular test piece held at one end, each bend being over a cylindrical support of specified radius.
Toimialayhteisö:
Metalliteollisuuden Standardisointiyhdistys
Komitea: CEN/TC 164
(Water supply)
Alkuperä: CEN
Määräpäivä: 2026-07-02
This document specifies the general specifications, constructional requirements and common test methods for indirectly heated, unvented (closed) hot water storage tanks of up to 2 000 l volume suitable for connection to a water supply at a pressure between 0,05 MPa and 1,0 MPa (0,5 bar and 10 bar), and fitted with control and safety devices designed to prevent the temperature of the stored drinking water from reaching 95 °C.
Whilst storage water heaters intended primarily for direct heating are not covered by this document, it includes the possible provision of backup immersion heaters.
Toimialayhteisö:
Palvelualojen työnantajat PALTA
Komitea: CEN/TC 136
(Sports, playground and other recreational facilities and equipment)
Alkuperä: CEN
Määräpäivä: 2026-07-02
This document specifies functional requirements and specific safety requirements in addition to the general safety standard EN 913 for gymnastic and vaulting boxes for individual or multifunctional use. This document also specifies requirements when multifunctional boxes are used in combination with accessories.
Toimialayhteisö:
Palvelualojen työnantajat PALTA
Komitea: CEN/TC 452
(Assistance Dogs )
Alkuperä: CEN
Määräpäivä: 2026-07-02
This document provides expectations for assistance dog service providers and assistance dog handlers to protect the interests of all stakeholders. It focuses on the creation of successful assistance dog teams by ensuring transparent and fair eligibility for service, matching applicant beneficiaries with available dogs, thoroughly training the teams to become a partnership and sustaining the team by offering lifetime aftercare support as required.
The purpose of this document is to help create competent and well-functioning teams, maintaining team quality over the years provided that transparency and responsibilities of all stakeholders to one another are met.
Related elements include the following:
— application;
— applicant - dog matching;
— team instruction;
— assessing competency of assistance dog teams;
— aftercare;
— taking a dog out of service (including retirement);
— complaints, appeals and disputes;
— general rights.
Toimialayhteisö:
Suomen ympäristökeskus
Komitea: ISO/TC 113/SC 1
(Velocity area methods)
Alkuperä: ISO
Määräpäivä: 2026-07-02
To determine liquid flow, the following steps are necessary:
1) Measure water surface velocity with techniques using radar, laser or video images;
2) Correct the water surface velocity due to wind effects if necessary;
3) Option a: Transform the corrected velocity to a depth-averaged velocity in one segment using the arithmetic methods referring to chapter 7.2, secondly calculate each segment and then create the sum of all segments to obtain the cross-sectional averaged velocity distribution;
3) Option b: Transform the corrected velocity to a cross sectional velocity using the index methods referring to chapter 7.3;
4) Determine the area of the wetted cross section from the stage-area relationship;
5) Obtain discharge of each segment by multiplying the depth-averaged velocity in each segment by the wetted cross-sectional area of each segment. And then create the sum of all segments to obtain whole discharge in cross section.
This procedure is applicable to different kinds of channel and river sections.
Applications include:
— Rivers and streams;
— Artificial channels such as drainage ditches and irrigation channels;
— Process flows on wastewater treatment plants.
For any individual site the method to measure water surface velocity should be selected appropriately, based on the site conditions, nature of the application and uncertainty required. Take a special note that non-contact methods should not be used where a unique relation between surface velocity and depth averaged velocity cannot be established, e.g. where tidal phenomena are present. This is caused by the variations of flow magnitude and direction over depth being highly variable over time under these circumstances. Regarding backwater zones or in the vicinity of obstacles the relation between surface velocity and depth averaged velocity may be more complicated, but even here optical methods may be helpful to at least learn the situation at the surface.
Toimialayhteisö:
Suomen ympäristökeskus
Komitea: CEN/TC 318
(Hydrometry)
Alkuperä: CEN
Määräpäivä: 2026-07-02
Scope of the proposed deliverable
To determine liquid flow, the following steps are necessary:
1) Measure water surface (or near surface) velocity with techniques using radar, laser or video images;
2) Adjust wind effects to the water surface velocity;
3) Translate the adjusted velocity to an averaged velocity by applying the velocity index or numerical computation;
4) Determine the area of the wetted cross section from the stage area relationship; and
5) Obtain water discharge by multiplying the averaged velocity by the wetted cross sectional area.
This procedure is applicable to different kinds of channel and river section.
Applications include:
•Rivers and streams;
•Artificial channels such as drainage ditches and irrigation channels;
•Wastewater flows discharging to sewer or the environment through channels or partially filled pipes;
•In sewer measurements;
•Process flows on wastewater treatment plants.
For any individual site the method to measure water surface velocity should be selected appropriately, based on the site conditions, nature of the application and uncertainty required. Take a special note
that non-contact methods should NOT be used where a tidal phenomenon is present.
Toimialayhteisö:
Väylävirasto
Komitea: CEN/TC 288
(Execution of special geotechnical works)
Alkuperä: CEN
Määräpäivä: 2026-07-02
This document establishes general principles for the execution, testing and monitoring of Artificial Ground Freezing (AGF) works.
AGF is the process of changing the water in the ground from liquid to solid state in a controlled way by artificial means.
This document is applicable to:
— civil works (tunnels, shafts, retaining walls, plugs, underpinning …)
— environmental works (remediation, cut-off walls, …).
This document does not apply to:
— permafrost
— seasonal frost
— mining applications.
Toimialayhteisö:
Metalliteollisuuden Standardisointiyhdistys
Komitea: CEN/TC 337
(Road operation equipment and products)
Alkuperä: CEN
Määräpäivä: 2026-07-02
The function of EN 15430 is to combine any vehicle equipment with different board computers to any client application server.
This document specifies the interface and protocol needed between the information supplier server and the client application server (flow 3 as illustrated in Figure 1) to allow distribution of data without any restrictions to the technology used to gather the data like manufacturer specific protocols, WLANS systems, memory cards, etc.
Toimialayhteisö:
Palvelualojen työnantajat PALTA
Komitea: CEN/TC 343
(Solid recovered materials, including solid recovered fuels)
Alkuperä: CEN
Määräpäivä: 2026-07-02
This document specifies a test method for continuous process analysis (real-time analysis) using near-infrared spectroscopy for the indirect determination of the following fuel-characterising parameters:
— total chlorine content;
— water content;
— heating value.
NOTE When accuracy is proven, real-time analysis can be supplemented by further fuel-characterising parameters.
This document applies to solid recovered fuels according to ISO 21640.
Toimialayhteisö:
Rakennustuoteteollisuus RTT
Komitea: CEN/TC 250/SC 1
(Eurocode 1: Actions on structures)
Alkuperä: CEN
Määräpäivä: 2026-07-02
(1) EN 1991-1-7 provides actions and rules for safeguarding buildings and civil engineering works against identifiable accidental actions.
NOTE 1 Identifiable accidental actions include impact from vehicles and internal explosions.
NOTE 2 Rules on impact from vehicles travelling on a bridge deck are given in EN 1991-2.
(2) EN 1991-1-7 also covers: actions and rules for tying systems and key members; information on risk assessment; dynamic design for impact; actions for internal explosions; actions from debris.
(3) Actions from ship operations such as berthing and mooring are outside the scope of this document.
(4) Actions due to high explosives that detonate are outside the scope of this document.
Toimialayhteisö:
Rakennustuoteteollisuus RTT
Komitea: CEN/TC 250/SC 1
(Eurocode 1: Actions on structures)
Alkuperä: CEN
Määräpäivä: 2026-07-02
1.1 Scope of EN 1991-1-9
(1) EN 1991 1 9 gives principles and rules to determine the values of loads due to atmospheric icing to be used for following types of structures:
- masts;
- towers;
- antennas and antenna structures;
- cables, stays, guy ropes and similar structures;
- rope ways (cable railways);
- structures for ski-lifts;
- buildings or parts of them exposed to potential icing;
- special types of structures, such as towers for transmission lines and wind turbines.
NOTE Atmospheric icing on electrical overhead lines is covered by EN 50341-1.
(2) EN 1991-1-9 specifies values for:
- dimensions and weight of accreted ice;
- shapes of accreted ice.
(3) EN 1991-1-9 covers types of icing, ice loads acting on structures, and falling ice considerations.
NOTE For wind actions on iced structures, see EN 1991-1-4.
1.2 Assumptions
The assumptions given in EN 1990:2023, 1.2 apply.
EN 1991-1-9 is intended to be used with EN 1990 (all parts), the other parts of EN 1991 and EN 1992 (all parts) to EN 1999 (all parts) for the design of structures.
Toimialayhteisö:
Rakennustuoteteollisuus RTT
Komitea: CEN/TC 250/SC 1
(Eurocode 1: Actions on structures)
Alkuperä: CEN
Määräpäivä: 2026-07-02
1.1 Scope of EN 1991-1-3
(1) EN 1991-1-3 gives principles and rules to determine the values of loads due to snow to be used for the structural design of buildings and civil engineering works.
(2) This document does not apply to sites at altitudes above 1 500 m, unless otherwise specified.
NOTE For rules for the treatment of snow loads for altitudes above 1 500 m, see 6.1.
(3) This document does not give guidance on specialist aspects of snow loading, for example:
- impact snow loads resulting from snow sliding off or falling from a higher roof;
- changes in shape or size of the construction works due to the presence of snow or the accretion of ice which could affect the wind action;
- loads in areas where snow is present all year round;
- lateral loading due to snow creep (e.g. lateral loads exerted by drifts);
- loads due to artificial snow.
1.2 Assumptions
The assumptions given in EN 1990:2023, 1.2 apply.
Toimialayhteisö:
Rakennustuoteteollisuus RTT
Komitea: CEN/TC 250/SC 1
(Eurocode 1: Actions on structures)
Alkuperä: CEN
Määräpäivä: 2026-07-02
(1) EN 1991-1-1 gives rules on the following aspects related to actions, which are relevant to the structural design of buildings and civil engineering works including some geotechnical aspects:
- specific weight of construction materials and stored materials;
- self-weight of construction works;
- imposed loads for buildings.
(2) Mean values for specific weight of specific construction materials, additional materials for bridges, stored materials and products are given. In addition, for specific materials and products the angle of repose is provided.
(3) Methods for the assessment of the characteristic values of self-weight of construction works are given.
(4) Characteristic values of imposed loads are given for the following areas in buildings according to the category of use:
- residential, social, commercial and administration areas;
- areas for archive, storage and industrial activities;
- garage and vehicle traffic areas (excluding bridges);
- roofs;
- stairs and landings;
- terraces and balconies.
NOTE The loads on traffic areas given in this standard refer to vehicles up to a gross vehicle weight of 160 kN. Further information can be obtained from EN 1991-2.
(5) Characteristic values of horizontal imposed loads on parapets and partition walls acting as barriers are provided.
NOTE Forces due to vehicle impact are specified in EN 1991-1-7 and EN 1991-2.
1.2 Assumptions
(1) The general assumptions of EN 1990 apply.
(2) EN 1991-1-1 is intended to be used with EN 1990, the other parts of EN 1991 and the other Eurocode parts for the design of structures.
Toimialayhteisö:
Rakennustuoteteollisuus RTT
Komitea: CEN/TC 250/SC 1
(Eurocode 1: Actions on structures)
Alkuperä: CEN
Määräpäivä: 2026-07-02
1.1 Scope of EN 1991-1-5
(1) EN 1991-1-5 gives principles and rules for calculating thermal actions on buildings, bridges and other structures including their structural members. Principles needed for cladding and other attachments of buildings are also provided.
(2) This document describes the changes in the temperature of structural members. Characteristic values of thermal actions are presented for use in the design of structures which are exposed to daily and seasonal climatic changes.
(3) This document also gives principles for changes in the temperature of structural members due to the paving of hot asphalt on bridge decks.
(4) This document also provides principles and rules for thermal actions acting in structures which are mainly a function of their use (e.g. cooling towers, silos, tanks, warm and cold storage facilities, hot and cold services, etc.).
NOTE Supplementary guidance for thermal actions on chimneys is provided in EN 13084-1.
1.2 Assumptions
(1) The assumptions given in EN 1990:2023, 1.2 apply.
(2) EN 1991 1 5 is intended to be used with EN 1990, the other parts of EN 1991 and EN 1992 (all parts) to EN 1999 (all parts) for the design of structures.
Toimialayhteisö:
Metalliteollisuuden Standardisointiyhdistys
Komitea: ISO/TC 118/SC 3
(Pneumatic tools and machines)
Alkuperä: ISO
Määräpäivä: 2026-07-02
This document specifies safety requirements for hand-held non-electric power tools intended for installation of a fastener, (hereinafter referred to as “fastener driving tools”) forming a mechanical connection or attachment with the workpiece. This document is applicable to fastener driving tools that are powered by compressed air or combustible gases (which may be ignited by a battery or accumulator) and where the energy is transmitted to an impacted element by an intermediary component that does not leave the device.
NOTE These fastener driving tools are intended to be used by one operator and supported by the operator's hand or hands, with or without a suspension, e.g. a balancer.
This document is applicable to fastener driving tools in which energy is applied to a loaded fastener for the purpose of driving this into a workpiece.
This document deals with all significant hazards, hazardous situations or hazardous events relevant to fastener driving tools for fasteners when they are used as intended and under conditions of misuse which are reasonably foreseeable by the manufacturer, with the exception of the use of power tools in potentially explosive atmospheres.
This document is not applicable to fastener driving tools in which the energy for driving fasteners is drawn from powder-actuated cartridges, hydraulics or from any type of electrical supply.
This document does not deal with special requirements and modifications of hand-held power tools for the purpose of mounting them in a fixture.
This document is not applicable to fastener driving tools or fastener driving tool components which are manufactured before the date of publication of the standard.
NOTE ISO 80079–36 gives requirements for non-electrical equipment for potentially explosive atmospheres.
Toimialayhteisö:
Metalliteollisuuden Standardisointiyhdistys
Komitea: ISO/TC 20/SC 16
(Uncrewed aircraft system)
Alkuperä: ISO
Määräpäivä: 2026-07-03
This document specifies the purpose, conditions and methods for the test of civil small multi-copter unmanned aircraft (UA) docking system, including the inspection of basic characteristics, functional test, performance test, environmental adaptability compatibility test, and electromagnetic compatibility test.
This document is applicable to docking systems of civil small multi-copter UA with maximum take-off mass (MTOM) level II through IV as defined in ISO 21895. The general requirements of civil small multi-copter UA docking system are documented in ISO 25215. Testing for other types of multi--copter UA docking systems might be performed in accordance with this document.
Toimialayhteisö:
Kemesta
Komitea: ISO/TC 256
(Pigments, dyestuffs and extenders)
Alkuperä: ISO
Määräpäivä: 2026-07-03
This document specifies the characteristics and corresponding test methods for additive post treated and (polymer, silica) encapsulated aluminium pigments or combinations of both, suitable for use in paints.
Toimialayhteisö:
Kemesta
Komitea: ISO/TC 61/SC 12
(Thermosetting materials)
Alkuperä: ISO
Määräpäivä: 2026-07-03
This International Standard specifies methods for the measurement of the acidity of aromatic isocyanates and prepolymers used as polyurethane raw materials. Method A is a straightforward titration without a blank and is primarily applicable to products derived from crude or modified methylene-bis-(4-phenylisocyanate), polymethylene polyphenylisocyanates and toluene diisocyanate having moderate to high (> 100 µg/g ) levels of acidity. Method B is applicable to refined, crude or modified isocyanates derived from methylene-bis-(4-phenylisocyanate), polymethylene polyphenylisocyanate and toluene diisocyanate having low (< 100 µg/g ) levels of acidity, and a blank is employed. These methods can also be used for isomeric mixtures of toluene diisocyanate, methylene-bis-(4-phenylisocyanate) and polymethylene polyphenylisocyanate. Other aromatic isocyanates may be analysed by this method if precautions are taken to verify suitability.
Toimialayhteisö:
Komitea: SFS/SR 105
(Laadunhallinta)
Alkuperä:
Määräpäivä: 2026-07-03
This document gives guidance on the implementation of a statistical process control (SPC) system and an overview of tools and techniques to assist an organisation in planning, implementing and evaluating an effective statistical process control (SPC) system. This document specifies SPC system guidelines for use — when a supplier's capability to reduce variation in processes associated with design or production needs to be proven or improved, or — when a supplier is beginning SPC implementation to achieve such capability. This document considers the complete industrial supply chain. It describes some essential statistical methods that can be used to continuously improve capability or performance and stability of production processes. The bottom line is that production processes are controlled economically, promptly and effectively. As a result, a predefined level of quality can be realised. The improvement of stability and performance or capability of the production processes effectively reduces waste and machine downtime or increases productivity. If defective production parts are found in a random sample, they can be sorted out and, if necessary, further measures can be initiated
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Tiedoksi lausunnonantajalle:
Lausunnon ensisijaisena tarkoituksena on vastaanottaa kommentteja ja kannanottoja suomalaisilta yksityishenkilöiltä ja organisaatioilta standardiluonnoksen teknistä sisältöä ja hyväksymistä koskien. Vastaa kohdassa ’Ota kantaa’ tulisiko tämä standardiluonnos hyväksyä maailmanlaajuiseksi ISO-standardiksi. Kantasi ja kommenttisi otetaan huomioon Suomen kannan muodostamisessa lausunnon eräännyttyä.
SFS esittää tätä standardia vahvistettavaksi kansalliseksi SFS-ISO-standardiksi. Yllä olevan lisäksi keräämme tällä lausunnolla kannanottoja vahvistamista koskien. Jätä kommenttisi kohdassa ’Lue ehdotus’ — tulisiko tämä ISO-standardi vahvistaa kansalliseksi SFS-ISO-standardiksi*.
Kannanotot ja kommentit käsitellään lausuntoajan päätyttyä SFS:n standardointiryhmässä SFS/SR 105 laadunhallinta.