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This part of IEC 60034 is applicable to all rotating electric machines, except rotating electric machines for rail and road vehicles, which are covered by the IEC 60349 series of standards.

Machines with integrated EMC-active components such as a variable frequency converter are considered being a power drive system (see the IEC 61800 series of standards). In such cases, this standard applies to the motor component of the power drive system only.

Machines within the scope of this document can also be subject to superseding, modifying or additional requirements in other standards, for example, IEC 60079 and IEC 60092.

NOTE If particular clauses of this document are modified to meet special applications, for example machines subject to radioactivity or machines for aerospace, all other clauses apply insofar as they are compatible.

This part of IEC 60684 gives methods of test for flexible insulating sleeving, including heat-shrinkable sleeving, intended primarily for insulating electrical conductors and connections of electrical apparatus, although they may be used for other purposes.

The tests specified are designed to control the quality of the sleeving but it is recognized that they do not completely establish the suitability of sleeving for impregnation or encapsulation processes or for other specialized applications. Where necessary, the test methods in this part will need to be supplemented by appropriate impregnation or compatibility tests to suit the individual circumstances.

Amendment

In addition to the requirements of IEC 61326-1, this part of IEC 61326 specifies the EMC test requirements for process automation equipment using at least one Ethernet-APL (Ethernet Advanced Physical Layer) compliant port according IEC TS 63444. The type of equipment covered by this part includes infrastructure devices such as switches as well as measurement and control devices. This part of IEC 61326 provides requirements for the EMC test setups of the APL interface for devices intended for use in process control and process measurement.

The other functions of the equipment remain covered by other parts of the IEC 61326 series.

Note Ethernet-APL uses IEEE Std. 802.3-2022 Ethernet Physical Layer 10BASE-T1L, suitable to be used for full-duplex communication over a single balanced pair of conductors.

The test levels are based on the intended environment as stated in the product’s specification or user documentation and selected appropriately from IEC 61326-1.

Amendment 

This part of IEC 62683-2 series specifies the building information modelling (BIM) with the physical characteristics and technical services of low-voltage switchgear and controlgear assemblies to be used mainly for the construction phase of the building and also for delivering data for operation.

This document intends to cover all types of assemblies covered by IEC 61439 series which can be installed in a building.

Busbar trunking systems defined by IEC 61439-6 are under consideration for a next edition.

These BIM object models, registered in IEC CDD, are intended to supply the process defined by ISO 16739 series.

This document does not cover:

the build-in components included within the assembly such as switchgear and controlgear,

safety related control system of machinery,

the detailed electrical and mechanical configuration of the assembly

logistic information.

This document provides guidelines for the insulation coordination of electromechanical elementary relays and similar components within the scope of IEC technical committee 94. This document can also be used for similar devices when specified in a detail specification.

Either the test, [AM1] measurement of creepages, clearances, solid insulation and insulation systems or combinations or all of them are carried out in conjunction with other parts of the IEC 63522 series.

The basis of the insulation coordination is given in the IEC 60664 series.

This document provides guidelines for the insulation coordination of electromechanical elementary relays and similar components within the scope of IEC technical committee 94. This document can also be used for similar devices when specified in a detail specification.

Either the test, [AM1] measurement of creepages, clearances, solid insulation and insulation systems or combinations or all of them are carried out in conjunction with other parts of the IEC 63522 series.

The basis of the insulation coordination is given in the IEC 60664 series.

This document specifies the qualification of the personnel with regard to the tasks to be performed in the context of the maintenance of plant, infrastructure and production systems and to fulfil the requirement of the maintenance job, in the modern and digital world.

This document guides the definition of the knowledge, skills, and competencies required for the qualification of maintenance personnel. These guidelines can be used for personnel training and career planning, as well as a guide for the basis for personnel certification, as an example of the assessment and approval of personnel through personnel certification.

This document covers the following professional persons in the maintenance organization:

—   Maintenance Technician Specialist;

—   Maintenance Supervisor;

—   Maintenance Engineer;

—   Maintenance Manager (Responsible of Maintenance Function or Service).

These denominations can be adapted based on company practices and operational organization. An example of a structured way of organizing maintenance in an organization can be seen in Annex A.

This document does not specify the verification criteria nor the specialized training of the personnel, which is related to the specific industrial and building sectors.

NOTE          Specialization and profession are the subject of the training carried out in the relevant sector.

This document describes requirements for methanol bunkering transfer systems to and from inland navigation vessels. The various scenarios for the bunker facility operator concern land, truck and vessel (barge). It concerns design, dimensions and technical requirements for the transfer of methanol, including the nozzle, connection, male and female flanges and failsafe features.

This document also specifies the process and procedures for the bunkering operations, responsibilities and risk assessment scope, taking into consideration the specific hazards in handling and bunkering methanol fuel. Next to this, the requirement for the methanol provider to provide a bunker delivery note and training and qualification of personnel involved.

This document is not applicable to cargo operations.

This document specifies the methods for the chemical analysis of cement.

This document describes the reference methods and, in certain cases, an alternative method which can be considered to be equivalent. In the case of a dispute, only the reference methods are used.

An alternative performance-based method using X-ray fluorescence (XRF) is described for SiO2, Al2O3, Fe2O3, CaO, MgO, SO3, K2O, Na2O, TiO2, P2O5, Mn2O3, SrO, Cl and Br. This method is based on beads of fused sample and analytical validation using certified reference materials, together with performance criteria. A method based on pressed pellets of un-fused sample can be considered as equivalent, providing that the analytical performance satisfies the same criteria.

An alternative performance-based method using inductively coupled plasma optical emission spectroscopy (ICP-OES) is described for SO3.

When correctly calibrated according to the specified procedures and reference materials, XRF and ICP-OES provides methods equivalent to the reference methods but has not been validated for use yet as a reference procedure for conformity and dispute purposes. They can be applied to other relevant elements when adequate calibrations have been established.

Any other methods can be used provided they are calibrated, either against the reference methods or against internationally accepted reference materials, in order to demonstrate their equivalence.

This document describes methods which apply principally to cements, but which can also be applied to their constituent materials. They can also be applied to other materials, the standards for which call up these methods. Standard specifications state which methods are to be used.

This document specifies a test method for the measurement of residual chemicals used in product manufacture, particularly potentially allergenic substances employed and remaining in medical gloves. It also provides information on the extraction vehicle, the method of extraction and quantitative assay of residual chemicals.

This document does not provide information on the allergenic potential, biological evaluation, or safety to the user of any product.

This document specifies a test method and the minimum requirements for bactericidal activity of teat disinfectants that form a homogeneous, physically stable preparation when diluted with hard water or — in the case of ready-to-use products — with water.

This method applies to teat disinfectants that are used on teat skin without mechanical action as pre-milking and/or post-milking teat disinfectants in the veterinary area, e.g. in the breeding, husbandry, production, veterinary care facilities, transport and disposal of all animals except when in the food chain following death and entry into processing industry.

NOTE 1       The method described is intended to determine the activity of commercial formulations or active substances under the conditions in which they are used.

NOTE 2       This method corresponds to a phase 2 step 2 test.

(1) This document applies to concrete for structures cast in situ, precast structures, and structural precast products for buildings and civil engineering structures.

(2) The concrete under this document can be:

—   normal-weight, heavy-weight and lightweight;

—   mixed on site, ready-mixed or produced in a plant for precast concrete products;

—   compacted or self-compacting to retain no appreciable amount of entrapped air other than entrained air.

(3) This document specifies requirements for:

—   the constituents of concrete;

—   the properties of fresh and hardened concrete;

—   the limitations for concrete composition;

—   the specification of concrete;

—   the delivery of fresh concrete,

—   the production control procedures;

—   the assessment criteria for individual values.

(4) This document does not apply to:

—   aerated concrete;

—   foamed concrete;

—   concrete with density less than 800 kg/m3;

—   refractory concrete.

(5) This document does not cover health and safety requirements for the protection of workers during production and delivery of concrete.

(1) This document specifies additional requirements to prEN 206‑1 for the constituents, specification and conformity control of concrete used in:

—    bored piles constructed in accordance with EN 1536;

—    diaphragm walls constructed in accordance with EN 1538;

—    cast-in-place displacement piles constructed in accordance with EN 12699;

—    micropiles constructed in accordance with EN 14199.

(2) The requirements provided in this document are specified in accordance with prEN 206‑1:2024, 7.2 Specifications for designed concrete.

(3)  This document can also apply to applications in special geotechnical works other than those listed above.

NOTE 1       For special geotechnical works provisions on cement, minimum cement content, minimum fines content, maximum water/binder ratio, target values of fresh concrete properties and maximum tolerances for target values can deviate from the provisions for other works in prEN 206‑1.

(4) This document is based on the assumption that the specification is based on considerations including the site conditions and the conditions for execution of concrete used in special geotechnical works.

NOTE 2       Guidance for the specification of concrete used in special geotechnical works can be found in the informative Annex A.

(1) This document specifies additional requirements to prEN 206‑1 for the constituents, specification and conformity control of concrete used in:

—    bored piles constructed in accordance with EN 1536;

—    diaphragm walls constructed in accordance with EN 1538;

—    cast-in-place displacement piles constructed in accordance with EN 12699;

—    micropiles constructed in accordance with EN 14199.

(2) The requirements provided in this document are specified in accordance with prEN 206‑1:2024, 7.2 Specifications for designed concrete.

(3)  This document can also apply to applications in special geotechnical works other than those listed above.

NOTE 1       For special geotechnical works provisions on cement, minimum cement content, minimum fines content, maximum water/binder ratio, target values of fresh concrete properties and maximum tolerances for target values can deviate from the provisions for other works in prEN 206‑1.

(4) This document is based on the assumption that the specification is based on considerations including the site conditions and the conditions for execution of concrete used in special geotechnical works.

NOTE 2       Guidance for the specification of concrete used in special geotechnical works can be found in the informative Annex A.

This document specifies the characteristics of 90° corner, reduced series, counterbored fixed anchor nuts, with a self-locking feature achieved by forming the upper portion out-of-round, in heat resisting steel, MoS2 lubricated.

Classification: 1 100 MPa[1] / 315 °C[2].

This document applies to any equipment intended to supply and/or receive charging and/or operating power from Information and Communication Technology (ICT) interfaces using ICT wiring or cables. It covers particular requirements for circuits that are designed to transfer DC power through an ICT interface from a power sourcing equipment (PSE (3.2)) to a powered device (PD (3.3)) for equipment that uses rated interfaces at voltage not exceeding 60 V DC and PS2 or PS3.

Examples of equipment interfaces that are considered to be within the scope of this document:

PoE

USB

HDMI

etc.

NOTE 1 Any wiring or cable that permits DC power transfer between ICT equipment is considered a communication cable or ICT cable even if communication does not take place on the conductors. For example, a USB cable can be used just to recharge a portable device battery.

PSE (3.2) and PD (3.3) using other power delivery specifications (3.1) that differ from the industry standard power delivery specification (3.1) defined for use with the industry standard connector are in scope of this document.

Non-static power sources (3.12) and static power sources (3.13) are covered in this document.

Unless otherwise stated, this document does not cover:

power sources with output connectors not associated with a local ICT interface (3.9) or remote ICT interface (3.11);

power sources with custom connectors that are not interchangeable with common ICT interface connectors;

non-static power sources (3.12) which can deliver power to multiple PDs (3.3) through a single port or cable simultaneously;

power sources with only wireless power transfer;

power sources which utilize a wireless communication protocol (3.10) to control the power transfer through a physical cable connection.

remote feeding telecommunication (RFT) circuits and other specific communication technologies within the scope of IEC 63316.

NOTE 2A custom connector is a connector that is not used with an industry communication standard.

NOTE 3 Bluetooth® is an example of a wireless communication protocol (3.10) to control the power transfer through a physical cable connection.

Refer to Annex E for examples of common interfaces which are in or out of scope of this document.

This part of IEC 60794 applies to aerial optical fibre cables like ADSS, OPGW and OPPC that might be exposed to aeolian vibrations.

The object of this standard is to define test procedures to be used in establishing uniform requirements for mechanical performance – aeolian vibration.

See IEC 60794-1-2 for general requirements and definitions and for a complete reference guide to test methods of all types.