Standartų projektų sąrašas

prEN IEC 60079-13:2026 Archyvuotas

Komentavimo iki data 2026-07-12

Sprogiosios atmosferos. 13 dalis. Įrangos apsauga naudojant padidinto vidinio slėgio „p“ patalpas ir dirbtinai vėdinamas „v“ patalpas

Peržiūrėti metaduomenis

prEN 843-3 Viešoji apklausa

Komentavimo iki data 2026-08-13

Modernioji techninė keramika. Monolitinės keramikos mechaninės savybės kambario temperatūroje. 3 dalis. Subkritinio pleišėjimo parametrų nustatymas lenkiamojo stiprio bandymais, išlaikant pastovią tempimo spartą

This document specifies a method for the determination of subcritical crack growth parameters of advanced monolithic technical ceramics in the temperature range 15 °C to 30 °C by measuring the dependence of mean flexural strength on the rate of loading. The method is based on strength test procedures described in EN 843 1. The applicability of this method is limited by specific requirements for a low scatter of the initial strength of the test pieces and an upper limit of the stress load rate for the data points considered. This document is not applicable to test pieces with artificially introduced flaws or cracks.

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EN 1998-4:2025/prA1 Viešoji apklausa

Komentavimo iki data 2026-08-13

Eurokodas 8. Atsparių žemės drebėjimui konstrukcijų projektavimas. 4 dalis. Bokštiniai sandėliai, rezervuarai, magistraliniai vamzdynai, bokštai, stulpai ir kaminai

EN 1998-4 is applicable to the seismic design of on-ground and elevated silos, on-ground, elevated and underground tanks, above-ground and buried pipeline systems, towers, masts and chimneys and ancillary elements attached to the aforementioned structures or in industrial facilities.

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EN 1998-3:2025/prA1 Viešoji apklausa

Komentavimo iki data 2026-08-13

Eurokodas 8. Atsparių žemės drebėjimui konstrukcijų projektavimas. 3 dalis. Pastatų ir tiltų vertinimas ir rekonstrukcija

1.1 Scope of EN 1998-3 (1) This document is applicable to the assessment and retrofitting of buildings and bridges in seismic regions, namely as given in a) to c): a) to provide criteria for the assessment of the seismic performance of existing individual buildings and bridges; b) to describe the procedure to be followed in selecting necessary corrective measures; c) to set forth criteria for the design of retrofitting measures (i.e. design, structural analysis including intervention measures, final dimensioning of structural parts and their connections to existing structural members). NOTE 1 For the purposes of this document, retrofitting covers both the seismic upgrading (e.g. strengthening or adding a passive system) of undamaged structures and the repair and possible upgrading of earthquake-damaged structures. NOTE 2 Only the most common retrofit techniques are covered in this document. This does not exclude the use of other techniques, which can be developed in each country, based on the strengthening principles of this document. NOTE 3 Annex D gives flowcharts for the application of this document. (2) Unless specifically stated, EN 1998-1-1 and EN 1998-5 apply. (3) Reflecting the performance requirements of EN 1998-1-1:2024, 4.1, this document covers the seismic assessment and retrofitting of buildings and bridges made of the more commonly used structural materials: concrete, steel and composite, timber and masonry. NOTE Annexes B and C contain additional guidance related to the assessment of timber and masonry structures, respectively, and to their retrofitting when necessary. (4) This document is intended for the assessment of individual structures, to decide on the need for structural intervention and to design the retrofitting measures that may be necessary. It is not intended for the vulnerability assessment of populations or groups of structures in seismic risk evaluations for various purposes (e.g. for determining insurance risk, for setting risk mitigation priorities, etc.). (5) This document provides (in its material-specific Clauses 8 to 11) criteria for the verification of the more common retrofitting techniques currently in use. (6) This document gives specific rules for the assessment and retrofitting relevant to existing buildings and bridges of consequence classes CC1, CC2 and CC3, as defined in EN 1990:2023, 4.3. (7) Although the provisions of this document are applicable to all common categories of buildings and bridges, the seismic assessment and retrofitting of monuments and heritage structures often requires different types of provisions and approaches, depending on the nature of the monuments and heritage structures. 1.2 Assumptions (1) The assumptions of EN 1998-1-1 apply to this document. (2) The provisions of this document assume that the data collection and tests are performed by experienced personnel and that the engineer responsible for the assessment, the possible design of the retrofitting and the execution of work has appropriate experience of the type of structures being upgraded or repaired. (3) It is assumed that inspection procedures, checklists and other data-collection procedures will be documented and filed and referred to in the assessment/design documents.

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EN 1997-1:2024/prA1 Viešoji apklausa

Komentavimo iki data 2026-08-13

Eurokodas 7. Geotechninis projektavimas. 1 dalis. Bendrosios taisyklės

1.1 Scope of EN 1997 1 (1) This document provides general rules for the design and verification of geotechnical structures. (2) This document is applicable for the design and verification of geotechnical structures outside the scope of EN 1997 3. NOTE In this case, additional or amended provisions can be necessary. 1.2 Assumptions (1) In addition to the assumptions given in EN 1990, the provisions of EN 1997 (all parts) assume that: — ground investigations are planned by individuals or organisations with knowledge of potential ground and groundwater conditions; — ground investigations are executed by individuals with appropriate skills and experience; — the evaluation of test results and derivation of ground properties from the ground investigation are carried out by individuals with appropriate geotechnical experience and qualifications; — the data required for design are collected, recorded, and interpreted by appropriately qualified and experienced individuals; — geotechnical structures are designed and verified by individuals with appropriate qualifications and experience in geotechnical design; — adequate continuity and communication exist between the individuals involved in data collection, design, verification and execution. (2) This document is intended to be used in conjunction with EN 1990, which establishes principles and requirements for the safety, serviceability, robustness, and durability of structures, including geotechnical structures, and other construction works. NOTE Additional or amended provisions can be necessary for assessment of existing structures, see EN 1990 2. (3) This document is intended to be used in conjunction with EN 1997 2, which gives provisions for determining ground properties from ground investigations. (4) This document is intended to be used in conjunction with EN 1997 3, which gives specific rules for the design and verification of certain types of geotechnical structures. (5) This document is intended to be used in conjunction with other Eurocodes for the design of geotechnical structures, including temporary geotechnical structures.

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EN 1997-3:2025/prA1 Viešoji apklausa

Komentavimo iki data 2026-08-13

Eurokodas 7. Geotechninis projektavimas. 3 dalis. Geotechninės konstrukcijos

1.1 Scope of FprEN 1997-3 (1) This document provides specific rules to be applied in the design and verification of geotechnical structures. 1.2 Assumptions (1) This document is intended to be used in conjunction with EN 1990, which establishes principles and requirements for the safety, serviceability, robustness, and durability of structures, including geotechnical structures, and other construction works. NOTE Additional or amended provisions can be necessary for assessment of existing structures, see prEN 1990-2. (2) This document is intended to be used in conjunction with EN 1997-1, which provides general rules for the design and verification of geotechnical structures. (3) This document is intended to be used in conjunction with EN 1997-2, which gives provisions for determining ground properties from ground investigations. (4) This document is intended to be used in conjunction with the other Eurocodes for the design of geotechnical structures, including temporary geotechnical structures.

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EN 1997-2:2024/prA1 Viešoji apklausa

Komentavimo iki data 2026-08-13

Eurokodas 7. Geotechninis projektavimas. 2 dalis. Pagrindo savybės

1.1 Scope of FprEN 1997-2 (1) This document provides rules for determining ground properties for the design and verification of geotechnical structures. (2) This document covers requirements and guidance for planning ground investigations, collecting information about ground properties and groundwater conditions, and preparation of the Ground Model. (3) This document covers requirements and guidance for the selection of field investigation and laboratory test methods to obtain derived values of ground properties. (4) This document covers requirements and guidance on the presentation of the results of ground investigation, including derived values of ground properties, in the Ground Investigation Report. 1.2 Assumptions (5) The provisions in FprEN 1997-2 are based on the assumptions given in EN 1990 and FprEN 1997-1. (6) This document is intended to be used in conjunction with FprEN 1997-1, which provides general rules for design and verification of all geotechnical structures. (7) This document is intended to be used in conjunction with prEN 1997-3, which provides specific rules for design and verification of certain types of geotechnical structures. (8) This document is intended to be used in conjunction with FprEN 1998-1-1 which provides the requirements for the ground properties needed to define the seismic action. (9) This document is intended to be used in conjunction with FprEN 1998-5 which provides rules for the design of geotechnical structures in seismic regions.

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prEN 10250-2 Viešoji apklausa

Komentavimo iki data 2026-08-13

Laisvai štampuoti plieno kaltiniai bendrosioms techninėms reikmėms. 2 dalis. Geros kokybės nelegiruotieji ir specialieji plienai

This document specifies the technical delivery requirements for open die forgings, forged bars and products pre-forged and finished in ring rolling mills, manufactured from non-alloy quality and special steels and supplied in the normalized, normalized and tempered, quenched and tempered or annealed condition. The majority of steels listed in this document, with properties in the quenched and tempered condition up to 160 mm thickness, are identical to steels specified in EN ISO 683-1 and EN ISO 683-2 and more extensive information on hardenability and technological properties is given in these standards. General information on technical delivery conditions is given in EN 10021.

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prEN 16985 Viešoji apklausa

Komentavimo iki data 2026-08-13

Organinių dengimo medžiagų purškimo kabinos. Saugos reikalavimai

This document specifies requirements against all significant hazards, hazardous situations and hazardous events relevant to booths for the application of coating material, when they are used as intended, including reasonably foreseeable misuse. See Annex A for significant hazards. This document also specifies recommendations for minimizing environmental impact of booths for the application of coating material. See Annex F for recommendations for minimizing environmental impact and energy usage. Interfaces between booths and other machinery used in application of coating material are given in Figure 1. The specific significant risks related to the use of this machinery with foodstuff and pharmaceutical products are not dealt with in this document. The specific significant risks related to drying operation of combined booths for application and drying of coating material are not dealt with in this document, but in EN 1539:2015. [Figure 1] This document is not applicable to: - spaces for application of coating material consisting only of an extraction wall; - platforms attached to booths (e.g. for touch-up jobs); - booths for application of flock (see EN 50223:2015); - airflow requirements for booths with airflow from horizontal inlet to vertical extraction. This document is not applicable to machinery manufactured before the date of its publication as European Standard.

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prEN IEC 62053-22:2026 Viešoji apklausa

Komentavimo iki data 2026-08-12

Elektros matavimo įranga. Ypatingieji reikalavimai. 22 dalis. Statiniai kintamosios srovės aktyviosios energijos skaitikliai (0,1S, 0,2S ir 0,5S klasės)

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prEN IEC 62053-24:2026 Viešoji apklausa

Komentavimo iki data 2026-08-12

Elektros matavimo įranga. Ypatingieji reikalavimai. 24 dalis. Statiniai pagrindinio dažnio reaktyviosios energijos skaitikliai (0,5S, 1S, 1, 2 ir 3 klasės)

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prEN IEC 62053-21:2026 Viešoji apklausa

Komentavimo iki data 2026-08-12

Elektros matavimo įranga. Ypatingieji reikalavimai. 21 dalis. Statiniai kintamosios srovės aktyviosios energijos skaitikliai (0,5, 1 ir 2 klasės)

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prEN IEC 62052-11:2026 Viešoji apklausa

Komentavimo iki data 2026-08-12

Elektros matavimo įranga. Bendrieji reikalavimai, bandymai ir bandymų sąlygos. 11 dalis. Matavimo įranga

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prEN IEC 61076-1:2026 Viešoji apklausa

Komentavimo iki data 2026-08-12

Elektrinės ir elektroninės įrangos jungtys. Gaminio reikalavimai. 1 dalis. Bendroji specifikacija

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prEN IEC 61076-3:2026 Viešoji apklausa

Komentavimo iki data 2026-08-12

Elektrinės ir elektroninės įrangos jungtys. Gaminio reikalavimai. 3 dalis. Stačiakampės jungtys. Atskiroji specifikacija

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prEN ISO 10519 Viešoji apklausa

Komentavimo iki data 2026-08-11

Rapsų sėklos. Chlorofilo kiekio nustatymas. Spektrometrinis metodas (ISO/DIS 10519:2026)

ISO 10519:2015 specifies a spectrometric method for the determination of the chlorophyll content of rapeseed. It is not applicable to the determination of chlorophyll in oils.

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prEN 18356-1 Viešoji apklausa

Komentavimo iki data 2026-08-11

Prieiga prie klientų duomenų ir jų perkeliamumas draudimo srityje. 1 dalis. Semantinė sąsaja ir duomenų modelis

Article 20 GDPR and Article 4 and 5 the proposed FIDA Regulation require the data access and portability of customer data. To support this demand CEN/TC 445 will organise the standardisation project with its Working Group 1 in which the following European standardisation deliverable will be developed. European Standard (EN) for the semantic specification of the interfaces The scope of this EN for customer (natural or legal person) data access and portability in the insurance sector should be based on the insurance-specific part of the proposed FIDA Regulation and therefore should contain: • Semantic specifications for the processes to support the data access and portability. These specifications define on the business level the functions and the behaviour for the following process interfaces: - Request of the customer to the data holder for an actual transfer of the customer data (Article 4 FIDA). - Transfer of the requested customer data from the data holder to the requesting customer (Article 4 FIDA). - Request of a data user to a data holder for an actual transfer of customer data under a permission of the customer (Article 5 FIDA). - Transfer of the requested customer data from the data holder to the requesting data user (Article 5 FIDA). • Sematic specifications for the customer data to be transferred by the above processes. The scope of the customer data will be limited to the insurance-specific part of the FIDA proposal defined in the Article 2 (1) and Article 3 (3) of FIDA. These specifications define on the business level each element of the customer data with identification, name, precise definition, and value type (text, number, amount, quantity, percentage, date, etc.). The composition of these data elements forms a semantic data model for the insurance-specific customer data. The data model will consist of the following parts: - General data of the policy holder (including address, contact details, profession, payment means, etc.). - General data of the insurance policy (including policy number, insurance product and coverages, insured period, premium amounts, etc.). - Data specific to the consumers’ insured assets which are collected for the purposes of a demands and needs test. - Data depending on class of business, such as - Motor insurance (details about vehicle, usage, drivers), - Property insurance (details about building, household or other objects), - Liability insurance (details about insured persons and their activities), - Accident insurance (details about insured persons and their activities), - Insurance-based investment products (details about insured persons and the savings, investments, pension rights, etc.). The EN specifies the processes and the data model on the semantic level in a syntax-neutral format, independent from its representation in a concrete implementation syntax.

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ISO/IEC DIS 25330-1 Viešoji apklausa

Komentavimo iki data 2026-08-07

Informacijos saugumas. Dalį duomenų atskleidžiantis perdavimas (oblivious transfer). 1 dalis. Bendrieji dalykai

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ISO/DIS 11452-8.2 Viešoji apklausa

Komentavimo iki data 2026-07-27

Kelių transporto priemonės. Komponentų bandymo metodai, skirti siauros dažnių juostos elektromagnetinės energijos spinduliuotės keliamiems elektriniams trikdžiams. 8 dalis. Atsparumas magnetiniams laukams

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prEN 304 132 V1.1.0 (2026-05) Viešoji apklausa

Komentavimo iki data 2026-08-10

Environmental Engineering (EE); Mobile ICT devices (M-ICT); Product Specific Requirements for Life Cycle Assessment (LCA) of Smartphones

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PrLST 1413-12 Viešoji apklausa

Komentavimo iki data 2026-08-10

Tinko skiedinys. Bandymo metodai. 12 dalis. Atsparumo šalčiui nustatymas vienpusio užšaldymo ir atšildymo metodu

Šiame standarte pateikiamas tinko skiedinio atsparumo šalčiui vienpusio užšaldymo ir atšildymo metodas. Metodas skirtas tinko skiedinio atsparumo šalčio klasei ir jo eksploatacijos sąlygų kategorijai nustatyti.

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ISO/DIS 25459 Viešoji apklausa

Komentavimo iki data 2026-08-09

In vitro diagnostikos medicinos priemonės. Sertifikuotųjų pamatinių medžiagų, naudojamų kaip antriniai kalibratoriai ar tikrumo kontrolės priemonės, pakeičiamumo nustatymo reikalavimai

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prEN IEC 80601-2-77:2026 Viešoji apklausa

Komentavimo iki data 2026-08-07

Elektrinė medicinos įranga. 2-77 dalis. Ypatingieji būtinosios saugos ir esminių eksploatacinių charakteristikų reikalavimai, keliami robotizuotai chirurgijos įrangai (IEC 80601-2-77:2026)

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prEN IEC 80601-2-78:2026 Viešoji apklausa

Komentavimo iki data 2026-08-07

Elektrinė medicinos įranga. 2-78 dalis. Ypatingieji būtinosios saugos ir esminių eksploatacinių charakteristikų reikalavimai, keliami medicininiams robotams, skirtiems reabilitacijai, vertinimui, kompensavimui ar palengvinimui (IEC 80601-2-78:2026)

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prEN IEC 60601-2-18:2026 Viešoji apklausa

Komentavimo iki data 2026-08-07

Elektrinė medicinos įranga. 2-18 dalis. Ypatingieji būtinosios saugos ir esminių eksploatacinių charakteristikų reikalavimai, keliami endoskopijos įrangai (IEC 60601-2-18:2026)

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