Pregled nacrta

Odbor: HZN/TO 528 (Oprema za željeznice)
Ustanova izvornika:
Rok za komentiranje: 2026-06-16
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This document specifies requirements for railway driving simulators for drivers' training. It defines the minimum functions and performances for a driver training simulator.

This document is applicable to all guided transport systems, including for mainlines, metros, tramways and light rails, as part of public/private transport systems. These vehicles are intended for the operation of intercity, urban and suburban passenger or freight services with self-propelled systems and operated on either segregated or not segregated paths.

Annexes A to D provide additional information.

Odbor: HZN/TO 534 (Spremnici za teret)
Ustanova izvornika:
Rok za komentiranje: 2026-06-16
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This document covers the digital interface at the product loading and/or discharge coupling which is used for the transfer of product related information and specifies the performance requirements, critical safety aspects and tests to provide compatibility of devices.

Odbor: HZN/TO 502 (Plinski uređaji)
Ustanova izvornika:
Rok za komentiranje: 2026-06-16
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This part of EN 16905 specifies the calculation of the seasonal performance factor for gas-fired endothermic engine driven heat pumps for heating and/or cooling mode including the engine heat recovery, to be used outdoors.
This document only applies to appliances with a maximum heat input (based on net calorific value) not exceeding 70 kW at standard rating conditions.
This document only applies to appliances under categories I2H, I2E, I2Er, I2R, I2E(S)B, I2L, I2LL, I2ELL, I2E(R)B, I2ESi, I2E(R), I3P, I3B, I3B/P, II2H3+, II2Er3+, II2H3B/P, II2L3B/P, II2E3B/P, II2ELL3B/P, II2L3P, II2H3P, II2E3P and II2Er3P according to EN 437.
This document only applies to appliances having:
a) gas fired endothermic engines under the control of fully automatic control systems;
b) closed system refrigerant circuits in which the refrigerant does not come into direct contact with the fluid to be cooled or heated;
c) where the temperature of the heat transfer fluid of the heating system (heating water circuit) does not exceed 105 °C during normal operation;
d) where the maximum operating pressure in the:
1) heating water circuit (if installed) does not exceed 6 bar,
2) domestic hot water circuit (if installed) does not exceed 10 bar.
This document applies to GEHP appliances only when used for space heating or space cooling or for refrigeration, with or without heat recovery.
This document is applicable to GEHP appliances that are intended to be type tested. Requirements for GEHP appliances that are not type tested would need to be subject to further consideration.
Odbor: HZN/TO 548/PO 8 (Konstrukcijski eurokodovi)
Ustanova izvornika:
Rok za komentiranje: 2026-06-20
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Ovaj dokument određuje vrijednosti nacionalnih parametara ili određenih postupaka proračuna uz normu
HRN EN 1998-1:2011 i primjenjuje se zajedno s tom normom.

Odbor: HZN/TO 506 (Materijali, oprema i konstrukcije za naftnu industriju, prirodni plin i geotermalnu vodu)
Ustanova izvornika:
Rok za komentiranje: 2026-06-21
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ISO 10426-1:2009 specifies requirements and gives recommendations for six classes of well cements, including their chemical and physical requirements and procedures for physical testing.
ISO 10426-1:2009 is applicable to well cement classes A, B, C and D, which are the products obtained by grinding Portland cement clinker and, if needed, calcium sulfate as an interground additive. Processing additives can be used in the manufacture of cement of these classes. Suitable set-modifying agents can be interground or blended during manufacture of class D cement.
ISO 10426-1:2009 is also applicable to well cement classes G and H, which are the products obtained by grinding clinker with no additives other than one or more forms of calcium sulfate, water or chemical additives as required for chromium (VI) reduction.

Odbor: HZN/TO 503 (Metalni materijali)
Ustanova izvornika:
Rok za komentiranje: 2026-06-21
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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.

Odbor: HZN/TO 215 (Zdravstvena informatika)
Ustanova izvornika:
Rok za komentiranje: 2026-06-22
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This document describes a methodology for specifying the privileges necessary to access EHR data. This methodology forms part of the overall EHR communications architecture defined in ISO 13606-1.
This document seeks to address those requirements uniquely pertaining to EHR communications and to represent and communicate EHR-specific information that will inform an access decision. It also refers to general security requirements that apply to EHR communications and points at technical solutions and standards that specify details on services meeting these security needs.
NOTE Security requirements for EHR systems not related to the communication of EHRs are outside the scope of this document.

Odbor: HZN/TO 572 (Kruti oporabljeni materijali uključujući kruta oporabljena goriva)
Ustanova izvornika:
Rok za komentiranje: 2026-06-22
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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.
Odbor: HZN/TO 23 (Traktori i strojevi za poljoprivredu i šumarstvo)
Ustanova izvornika:
Rok za komentiranje: 2026-06-23
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This document, to be used together with ISO 4254-1, specifies the safety requirements and their verification for the design and construction of mounted, semi-mounted, trailed and self-propelled agricultural sprayers for use with plant protection products (PPP) and liquid fertilizer application, as placed on the market by the manufacturer and designed for a single operator only. In addition, it specifies the type of information on safe working practices (including residual risks) to be provided by the manufacturer.
When requirements of this document are different from those which are stated in ISO 4254-1, the requirements of this document take precedence over the requirements of ISO 4254-1 for machines that have been designed and built according to the provisions of this document.
This document, taken together with ISO 4254-1, deals with significant hazards, hazardous situations and events relevant to sprayers and liquid fertilizer distributors when they are used as intended and under the conditions foreseeable by the manufacturer (see Annex A), excepting the hazards arising from:
— protection of the driver against spray when spraying (see Foreword);
— automatically actuated height adjustment systems;
— the environment, other than noise;
— moving parts for power transmission except strength requirements for guards and barriers.
This document is not applicable to sprayers and liquid fertilizer distributors which are manufactured before the date of publication of this document.

Odbor: HZN/TO 550 (Opskrba vodom)
Ustanova izvornika:
Rok za komentiranje: 2026-06-23
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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.

Odbor: HZN/TO 548 (Konstrukcijski eurokodovi)
Ustanova izvornika:
Rok za komentiranje: 2026-06-23
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(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.
Odbor: HZN/TO 548 (Konstrukcijski eurokodovi)
Ustanova izvornika:
Rok za komentiranje: 2026-06-23
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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.
Odbor: HZN/TO 548 (Konstrukcijski eurokodovi)
Ustanova izvornika:
Rok za komentiranje: 2026-06-23
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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
Odbor: HZN/TO 548 (Konstrukcijski eurokodovi)
Ustanova izvornika:
Rok za komentiranje: 2026-06-23
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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
Odbor: HZN/TO 548 (Konstrukcijski eurokodovi)
Ustanova izvornika:
Rok za komentiranje: 2026-06-23
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(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.
Odbor: HZN/TO 548 (Konstrukcijski eurokodovi)
Ustanova izvornika:
Rok za komentiranje: 2026-06-23
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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.
Odbor: HZN/TO 181 (Sigurnost igračaka i proizvodi za djecu)
Ustanova izvornika:
Rok za komentiranje: 2026-06-23
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This document specifies safety requirements and test methods for children’s bedguards for domestic use intended for use with junior or adult beds.
These bedguards, when used in conjunction with a bed/mattress combination, are intended to prevent children aged between 18 months and 4 years from falling out of bed.
This document is not applicable to bedguards designed for adult use, or to bedguards which are an integral part of a bed, i.e. a permanent fixture not intended to be detached.
If the bedguard has several functions or can be converted into another function, the relevant European standard(s) apply.

Odbor: HZN/TO 181 (Sigurnost igračaka i proizvodi za djecu)
Ustanova izvornika:
Rok za komentiranje: 2026-06-23
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This document specifies the safety requirements and test methods for child safety barriers for domestic indoor use.
This document does not apply to products designed to be fitted across windows.
If the safety barrier has other functions not covered in this document, the relevant European Standard(s) apply.

Odbor: HZN/TO 182 (Geotehničke konstrukcije)
Ustanova izvornika:
Rok za komentiranje: 2026-06-23
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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.
Odbor: HZN/TO 513 (Mjerne jedinice i mjerila)
Ustanova izvornika:
Rok za komentiranje: 2026-06-23
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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.