Byggnadsmaterial och byggnader

Kommittébeteckning: SIS/TK 269 (Information för byggande och förvaltning)
Källa: CEN
Svarsdatum: den 20 okt 2021
Se merSe mindre
 

This document specifies a language-independent information model which can be used for the development of dictionaries used to store or provide information about construction works. The model is extended by instantiating content, such as further objects and their relationships, allowing the content
to serve as an ontology, taxonomy, meronomy, lexicon and thesaurus.
It enables classification systems, information models, object models, data templates and process models to be cross referenced from within a common framework.
This document provides the description of an API allowing the interconnection of data dictionaries as described in ISO 23386.

Kommittébeteckning: SIS/TK 269 (Information för byggande och förvaltning)
Källa: CEN
Svarsdatum: den 20 okt 2021
Se merSe mindre
 

ISO 19650-4 provides the detailed process and criteria for the decision points when executing an information exchange as defined by ISO 19650 so as to ensure the quality of the resulting project or asset information model. It promotes a proportional and sustainable approach to information exchange where the immediate delivery of information does not limit its future use. It details the implementation of the concepts in ISO19650-1 and is applicable to any information exchange within the delivery stages covered by ISO 19650-2 and operational events covered by ISO 19650-3. The use of appropriate quality assurance and quality control measures supports the fulfilment of a specific Exchange Information Requirement related to an individual information exchange by enumerating criteria relating to completeness, compliance to formal exchange schemas, the continuity of concepts between exchanges and the elimination of spatial and specification conflicts.

Ämnesområden: Gasinstallationer
Kommittébeteckning: SIS/TK 289 (Gassystem)
Källa: CEN
Svarsdatum: den 25 okt 2021
Se merSe mindre
 

This document specifies the measuring conditions, requirements and tests for the construction, performance and safety of class 1,0 axial and radial turbine gas meters with mechanical indicating devices, hereinafter referred to as a meter(s), having in-line pipe connections for gas flow measurement.
This document applies to turbine gas meters used to measure the volume of fuel gases of the 1st and 2nd gas families, the composition of which is specified in EN 437:2021, at maximum working pressures up to 420 bar, actual flow rates up to 25 000 m3/h over a gas temperature range of at least 40 K and for a climatic environmental temperature range of at least 50 K.
This document applies to meters that are installed in locations with vibration and shocks of low significance and in:
— closed locations (indoor or outdoor with protection as specified by the manufacturer) with condensing or with non-condensing humidity;
or, if specified by the manufacturer,
— open locations (outdoor without any covering) with condensing humidity or with non-condensing humidity;
and in locations with electromagnetic disturbances.
Unless otherwise specified in this document:
— all pressures used are gauge;
— all influence quantities, except the one under test, are kept relatively constant at their reference value.
Clauses 1 to 7 and Annex B are for design and type testing only, with the exception of 6.2.4.3, 6.2.5.3, 6.7.1.2.2 and 6.7.2.2.2. Annex C can be used to provide guidance on periodic tests during use. Clause 8 and Annexes D and E are for each meter prior to dispatch. Annex A is intended to be used for both type and individual testing. Annex F is intended to be used for individual testing. Annex G is intended to be used for design.

Kommittébeteckning: SIS/TK 189 (Innemiljö och energianvändning i byggnader)
Källa: CEN
Svarsdatum: den 26 okt 2021
Se merSe mindre
 

This document applies to electronic control equipment for heating systems with water as the heating medium and a supply water temperature up to 120 °C.
This control equipment controls the distribution and/or the generation of heat in relation to the outside temperature and time and other reference variables.
This document covers also controllers that contain an integrated optimum start or an optimum start-stop control function.
Safety requirements on heating systems remain unaffected by this document.
The dynamic behaviour of the valves and actuators are not covered in this document.
A multi-distribution and/or multi-generation system needs a coordinated solution to prevent undesired interaction and is not part of this document.
Table 1 shows the relative position of this document within the set of EPB standards in the context of the modular structure as set out in EN ISO 52000-1.
NOTE 1 In CEN ISO/TR 52000-2 the same table can be found, with, for each module, the numbers of the relevant EPB standards and accompanying Technical Reports that are published or in preparation.
NOTE 2 The modules represent EPB standards, although one EPB standard can cover more than one module and one module can be covered by more than one EPB standard, for instance a simplified and a detailed method, respectively.

Kommittébeteckning: SIS/TK 189 (Innemiljö och energianvändning i byggnader)
Källa: CEN
Svarsdatum: den 26 okt 2021
Se merSe mindre
 

This document applies to electronic control equipment for heating systems with direct electrical emission, which have an integrated outside compensated function and or optimum start/stop function.
This control equipment controls the distribution and/or the generation of heat in relation to the outside temperature and time and other reference variables.
This document also covers controllers that contain an integrated optimum start or an optimum start-stop control function. The controller modulates heating or control modes of electronic individual zone or emitter control equipment.


Safety requirements on heating systems remain unaffected by this document. The dynamic behaviour of the local thermostats, sensors, or actuators is not covered in this document.
A multi-distribution and/or multi-generation system needs a coordinated solution to prevent undesired interaction and is not part of this document.
Table 1 shows the relative position of this document within the set of EPB standards in the context of the modular structure as set out in EN ISO 52000-1.
NOTE 1 In CEN ISO/TR 52000-2 the same table can be found, with, for each module, the numbers of the relevant EPB standards and accompanying technical reports that are published or in preparation.
NOTE 2 The modules represent EPB standards, although one EPB standard can cover more than one module and one module can be covered by more than one EPB standard, for instance a simplified and a detailed method, respectively.

Kommittébeteckning: SIS/TK 193 (Takprodukter, taksäkerhet och tätskikt för byggnadsverk)
Källa: CEN
Svarsdatum: den 26 okt 2021
Se merSe mindre
 

This document specifies the requirements for eaves gutters made of unplasticized poly(vinyl chloride) (PVC-U), fittings and the system intended to be used for rainwater roof drainage.
It applies to:
— solid wall monolayer gutters;
— solid wall multilayer gutters;
— solid wall fittings.
The test parameters for the test methods are specified in the document.
Gutters covered by this document can be used in conjunction with fittings of acrylic materials provided these products meet the applicable requirements of this document.
NOTE 1 Products complying with this document can be used in conjunction with rainwater downpipes conforming to EN 12200-1 [1] and fixed with brackets complying with EN 1462 [2].
This document is applicable to PVC-U gutter systems of any shape with rubber seal or adhesive joints.
NOTE 2 It is the responsibility of the purchaser or specifier to make the appropriate selections from the size range and the design to take into account their particular requirements and any relevant national regulations and installation practices or codes.
NOTE 3 The term “rainwater” in this document is used also to encompass “surface water” (as defined in EN 752 [3]) run-off from buildings.

Kommittébeteckning: SIS/TK 189 (Innemiljö och energianvändning i byggnader)
Källa: CEN
Svarsdatum: den 2 nov 2021
Se merSe mindre
 

This document specifies characteristics of factory-made vacuum insulation panels (VIP) intended to be used for the thermal insulation of buildings (roofs, walls, ceilings and floors).
This document is applicable for factory-made vacuum insulation panels (VIP), independent of the type of envelope (see 3.1.11), using the following core materials (see 3.1.10):
— organic fibres;
— inorganic fibres and particles (e.g. glass fibre, silica, etc.).
This document is applicable for factory-made vacuum insulation panels (VIP) with or without
desiccants (see 3.1.12) and with and without evacuation valve (3.1.14).
The products covered by this document can be used in roofs, walls, ceilings and floors. This document specifies procedures for assessment and verification of constancy of performance (AVCP) of characteristics of factory-made vacuum insulation panels (VIP).
This document does not cover products:
— intended to be used for the thermal insulation of building equipment and industrial installations;
— intended to be used for civil engineering works;
— intended to be used as perimeter or foundation;
— intended to be used for acoustic applications;
— with a thermal resistance RD lower than 0,5 m2⋅K/W;
— that contain getters (3.1.13);
— that have protective layers (3.1.9).

Ämnesområden: Byggförnödenheter
Kommittébeteckning: SIS/TK 615 (Lås och beslag)
Källa: CEN
Svarsdatum: den 4 nov 2021
Se merSe mindre
 

This part of EN 13126 specifies the requirements and test procedures for durability, strength, security and functionality of handles.
This document is applicable to Tilt and Turn, Tilt-First and Turn-Only hardware for use on windows and door-height windows.
Handles can also be used on other opening types, e.g. on In-line Sliding, Tilt and Slide, Sliding Folding, horizontal and vertical-pivoting windows.
a) This document is not applicable to operation devices, door handles for door latches and door locks (for this, refer to EN 1906).
b) Handles with handle length > 170 mm (refer to Figure B.1).

Ämnesområden: Hissar. Rulltrappor
Kommittébeteckning: SIS/TK 211 (Hissar och rulltrappor)
Källa: ISO
Svarsdatum: den 8 nov 2021
Se merSe mindre
 

This document specifies cybersecurity requirements for new lifts, escalators and moving walks, later in this document called as EUC (Equipment Under Control) designed according to ISO 8100 series and may be applied to other lift, escalator, and moving walk standards that specify similar requirements. This document may be applied to other lift-related equipment connected to the EUC.
This document covers product and system requirements related to cybersecurity threats in following life cycle steps:
— product development (process and product requirements);
— manufacturing;
— installation;
— operation and maintenance;
— decommissioning.
This document addresses the roles of product supplier and system integrator as shown in IEC 62443-4-1 Figure 2 for the EUC.
This document does not address the role of asset owner as shown in IEC 62443-4-1 Figure 2, but defines requirements for the product supplier and system integrator of the EUC to establish documentation allowing the asset owner, referred to as EUC owner in this document, to achieve and maintain the security level.
This document gives minimum cybersecurity requirements for
— essential functions;
— safety functions;
— alarm functions.
This document covers EUCs capable of connectivity, either through equipment permanently available on site, or equipment temporarily brought to the location during the installation, operation and maintenance, or decommissioning steps.
EUC interfaces to external systems and services are in the scope of this document. However, the external systems and services as such are out of the scope.
NOTE External systems and services, which the EUC may rely upon, are assumed to comply with their own security standard, e.g. IEC 62443-2-4 or ISO 27017 for cloud platform.
This document is not applicable to EUC, which are installed before the date of its publication.

Kommittébeteckning: SIS/TK 193 (Takprodukter, taksäkerhet och tätskikt för byggnadsverk)
Källa: CEN
Svarsdatum: den 9 nov 2021
Se merSe mindre
 

This European Standard specifies requirements for factory made, structural, double skin metal faced insulating sandwich panels, which are intended for discontinuous laying in the following applications:
a) roofs and roof cladding (e.g. for refurbishment);
b) external walls and wall cladding (e.g. on brick walls for refurbishment or sandwich panels on liner trays);
c) walls (including partitions) and ceilings within the building envelope.
It is essential that structural double skin metal faced insulating sandwich panels according to this European Standard (EN 14509-2) fulfil the requirements of EN 14509.
This European Standard (EN 14509-2) gives the basic rule for use of structural sandwich panels for structural applications including fixing of panels. The clarification of which application is structural needs to be given by national provisions. The stabilization parameters needed to contribute to stabilization of individual structural elements (supporting structure) as defined as structural class II according to EN 1993-1-3 are included.
The insulating core materials covered by this European Standard are rigid polyurethane, expanded polystyrene, extruded polystyrene foam, phenolic foam, cellular glass and mineral wool.
NOTE Polyurethane (PUR) includes polyisocyanurate (PIR).
Due to durability performance reason coated face material of steel is used only (both organic and metallic coating). Uncoated steel is not used as face material.
Panels with edge details that utilise different materials from the main insulating core are included in this European Standard if there is no influence on mechanical performance of the panel.
Panels used in cold store applications are included in this European Standard. Panels, put on the market as a component of a cold storage room, building and/or building envelope kit are covered by ETA-Guideline 021 “Cold storage premises kits”.
When manufactured in accordance with this European Standard and if satisfying the type testing and FPC criteria the panels can be considered as impermeable to water. The water permeability of the assembly is a function of its installation and is only relevant to the joints and fixings.
This European Standard does not cover the following:
d) sandwich panels with a declared thermal conductivity for the insulating core greater than defined in the relevant harmonized European Standards for insulation materials;
e) products consisting of two or more clearly defined layers of different insulating core materials (multi-layered);
f) curved panels;
g) perforated panels;
h) hidden fixings under permanent tension load, e.g. for ceilings;
i) special type of fasteners such as ‘T’ support for ceiling, threaded rods with clamps for wall, omega and clamps for wall and ceiling, injected joint with flashing and threaded rods for wall and ceiling.

Kommittébeteckning: SIS/TK 193 (Takprodukter, taksäkerhet och tätskikt för byggnadsverk)
Källa: CEN
Svarsdatum: den 9 nov 2021
Se merSe mindre
 

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 use in elements 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.

Kommittébeteckning: SIS/TK 193 (Takprodukter, taksäkerhet och tätskikt för byggnadsverk)
Källa: CEN
Svarsdatum: den 9 nov 2021
Se merSe mindre
 

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 in elements 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.
NOTE The description of self-supporting sandwich panels is given in prEN 14509-1 and for structural sandwich panels in FprEN 14509-2.

Kommittébeteckning: SIS/TK 556 (Betongkonstruktioner)
Källa: CEN
Svarsdatum: den 14 nov 2021
Se merSe mindre
 

(1) This document gives the general basis for the design of structures in plain, reinforced and prestressed concrete made with normal weight, lightweight and heavyweight aggregates together with specific rules for buildings, bridges and civil engineering structures, including temporary structures, under temperature conditions between 􀵆40 °C and +100 °C generally. It complies with the principles and requirements for the safety, serviceability, durability and robustness of structures, the basis of their design and verification that are given in prEN 1990:2021 Basis of structural and geotechnical design.
(2) prEN 1992 is only concerned with the requirements for resistance, serviceability, durability, robustness and fire resistance of concrete structures. Other requirements, e.g. concerning thermal or sound insulation, are not considered.
(3) Specific rules or information are covered in Annexes:
— for Assessment of Existing Structures in Annex I,
— for Strengthening of Existing Concrete Structures with CFRP in Annex J and Annex C.
— for embedded FRP reinforcement in Annex JA and Annex C.
— for Steel Fibres Reinforced Concrete in Annex L and Annex C.
— for Stainless Steel Reinforcement in Annex Q and Annex C.
(4) This Part 1-1 does not cover:
— resistance to fire (see EN 1992-1-2),
— fastenings in concrete (see EN 1992-4),
— seismic design (see EN 1998 (all parts)),
— particular aspects of special types of civil engineering works (such as dams, pressure vessels),
— structures made with no-fines concrete, aerated or cellular concrete, lightweight aggregate concrete with open structure components,
— structures containing structural steel sections (see EN 1994 (all parts)) for composite steel-concrete structures),
— Structural parts made of concrete with a smallest value of the upper sieve aggregate size Dlower < 8 mm, unless otherwise stated in the code.
1.2 Assumptions
(1) The following assumptions apply:
— Structures are designed by appropriately qualified and experienced personnel.
— Construction materials and products are used as specified in this Eurocode or in the relevant material or product specifications.
— Structures are built by appropriately qualified and experienced personnel and construction is inspected by appropriately qualified and experienced inspectors.
— Structures will be adequately maintained.
— Structures will be used in accordance with the design assumptions.
— Requirements for execution and workmanship given in EN 13670 are complied with.

Kommittébeteckning: SIS/TK 556 (Betongkonstruktioner)
Källa: CEN
Svarsdatum: den 14 nov 2021
Se merSe mindre
 

(1) This document deals with the design of concrete structures for the accidental situation of fire exposure and is intended to be used in conjunction with prEN 1992-1-1 and prEN 1991-1-2. This document identifies differences from, or supplements to, normal temperature design.
(2) This document applies to concrete structures required to fulfil a loadbearing function, separating function or both.
(3) This document gives principles and application rules for the design of structures for specified requirements in respect of the aforementioned functions and the levels of performance.
(4) This document applies to structures, or parts of structures, that are within the scope of prEN 1992-1-1 and are designed accordingly.
(5) The methods given in this document are applicable to normal weight concrete up to strength class C100/115 and lightweight concrete up to strength class LC50/60.
1.2 Assumptions
(1) In addition to the general assumptions of prEN 1990 the following assumptions apply:
— the choice of the relevant design fire scenario is made by appropriate qualified and experienced personnel or is given by the relevant national regulation;
— any fire protection measure taken into account in the design will be adequately maintained.

Kommittébeteckning: SIS/TK 180 (Murverk och Puts)
Källa: CEN
Svarsdatum: den 14 nov 2021
Se merSe mindre
 

(1) The scope of prEN 1996-1-1 applies also to this this document.
(2) This document provides simplified calculation methods to facilitate the design of the following unreinforced masonry walls, subject to certain conditions of application:
— walls subjected to vertical and wind loads;
— walls subjected to concentrated loads;
— shear walls;
— basement walls subjected to lateral earth pressure and vertical loads;
— walls subjected to lateral loads but not subjected to vertical loads.
NOTE For those types of masonry structures or parts of structures not covered by (2), the design can be based on prEN 1996-1-1.
(3) The rules given in this document are consistent with those given in prEN 1996-1-1, but are more conservative in respect of the conditions and limitations of their use.
(4) The rules given in this document assume that concrete floors are designed according to EN 1992-1-1.
(5) This document applies only to those masonry structures, or parts thereof, that are described in prEN 1996-1-1 and EN 1996-2.
(6) The simplified calculation methods given in this document do not cover the design of double-leaf walls.
(7) The simplified calculation methods given in this document do not cover the design for accidental situations.
1.2 Assumptions
(1) The assumptions of prEN 1990 apply to this document.

Kommittébeteckning: SIS/TK 203 (Eurokoder)
Källa: CEN
Svarsdatum: den 14 nov 2021
Se merSe mindre
 

(1) This document establishes principles and requirements for the safety, serviceability, robustness and durability of structures, including geotechnical structures, appropriate to the consequences of failure.
(2) This document is intended to be used in conjunction with the other Eurocodes for the design of buildings and civil engineering works, including temporary structures.
(3) This document describes the basis for structural and geotechnical design and verification according to the limit state principle.
(4) Design and verification in this document are based primarily on the partial factor method.
NOTE 1 Alternative methods are given in the other Eurocodes for specific applications.
NOTE 2 The Annexes to this document also provide general guidance concerning the use of alternative methods.
(5) This document is also applicable for:
— structural appraisal of existing construction;
— developing the design of repairs, improvements and alterations;
— assessing changes of use.
(6) This document is applicable for the design of structures where materials or actions outside the scope of EN 1991 to EN 1999 are involved.
NOTE In this case, additional or amended provisions can be necessary.
1.2 Assumptions
(1) It is assumed that reasonable skill and care appropriate to the circumstances is exercised in the design, based on the knowledge and good practice generally available at the time the structure is designed.
(2) It is assumed that the design of the structure is made by appropriately qualified and experienced personnel.
(3) The design rules provided in the Eurocodes assume that:
— execution will be carried out by personnel having appropriate skill and experience;
— adequate control and supervision will be provided during design and execution of the works, whether in factories, plants, or on site;
— construction materials and products will be used as specified in the Eurocodes, in the relevant product and execution standards, and project specifications;
— the structure will be adequately maintained;
— the structure will be used in accordance with the design assumptions.
NOTE Guidance on management measures to satisfy the assumptions for design and execution is given in Annex B.

Kommittébeteckning: SIS/TK 203 (Eurokoder)
Källa: CEN
Svarsdatum: den 14 nov 2021
Se merSe mindre
 

1.1 Scope of prEN 1991-1-2
(1) The methods given in this Eurocode are applicable to buildings and civil engineering works, with a fire load related to the building and its occupancy.
(2) prEN 1991-1-2 deals with thermal and mechanical actions on structures exposed to fire. It is intended to be used in conjunction with the fire design Parts of EN 1992 to EN 1996 and EN 1999 which give rules for designing structures for fire resistance.
(3) prEN 1991-1-2 contains thermal actions either nominal or physically based. More data and models for physically based thermal actions are given in annexes.
(4) prEN 1991-1-2 does not cover the assessment of the damage of a structure after a fire.
(5) prEN 1991-1-2 does not cover supplementary requirements concerning, for example:
— the possible installation and maintenance of sprinkler systems;
— conditions on occupancy of building or fire compartment;
— the use of approved insulation and coating materials, including their maintenance.
1.2 Assumptions
(1) In addition to the general assumptions of prEN 1990 the following assumptions apply:
— any active and passive fire protection systems taken into account in the design will be adequately maintained;
— the choice of the relevant design fire scenario is made by appropriate qualified and experienced personnel, or is given by the relevant national regulation.

Kommittébeteckning: SIS/TK 203 (Eurokoder)
Källa: CEN
Svarsdatum: den 14 nov 2021
Se merSe mindre
 

(1) This document defines imposed loads (models and representative values) associated with road traffic, pedestrian actions and rail traffic which include, when relevant, dynamic effects and centrifugal, braking and acceleration actions and actions for accidental design situations.
(2) Imposed loads defined in this document are applicable for the design of new bridges, including piers, abutments, upstand walls, wing walls and flank walls, noise barriers, canopies etc., and their foundations. Where appropriate, the loads can also be considered as a basis for assessment or modification of existing structures in combination with complementary conditions if necessary.
(3) The load models and values given in this document are also applicable for the design of retaining walls adjacent to roads and railway lines and the design of earthworks subject to road or rail traffic actions. This document also provides applicability conditions for specific load models.
(4) This document is intended to be used with prEN 1990, the other parts of the EN 1991 series and the EN 1992 series to EN 1999 series for the design of structures.

Ämnesområden: Övriga byggnader
Kommittébeteckning: SIS/TK 209 (Hållbarhet hos byggnadsverk)
Källa: CEN
Svarsdatum: den 14 nov 2021
Se merSe mindre
 

This document specifies the calculation method, based on Life Cycle Assessment (LCA) and other quantified environmental information, to assess the environmental performance of a building and its site, and gives the means for the reporting and communication of the outcome of the assessment. The standard is applicable to new and existing buildings and refurbishment projects.
The document gives:
— the description of the object of assessment,
— the system boundary that applies at the building level,
— the procedure to be used for the inventory analysis,
— the list of indicators and procedures for the calculations of these indicators,
— optional indicators that may be used to provide additional information concerning environmental impacts and aspects at the local level, technical characteristics and management processes that support environmental performance,
— the requirements for the data necessary for the calculation, and
— the requirements for presentation of the results in reporting and communication.
The approach to the assessment covers all stages of the building life cycle and is based on data obtained from Environmental Product Declarations (EPD), their "information modules" (EN 15804+A2,2019) and other data and information necessary and relevant for carrying out the assessment. The assessment includes all building related construction products, processes and services, used over the life cycle of the building.
The interpretation and value judgments of the results of the assessment are not within the scope of this European Standard.
NOTE 1 EPD according to product category rules of construction products (i.e. PCR or c-PCR) that follow EN15804+A2:2019) are generally deemed to satisfy the requirements of this standard, subject to their also meeting the requirements of PrEN 15941.
NOTE 2 EN 15978 -1 provides indicators, calculation rules and system boundaries for the assessment of greenhouse gas emissions, resource consumption and operational water use among other issues of the life cycle related environmental performance of buildings. It also provides the methodological basis and assessment rules to support the achievement of environment related macro objectives in Europe and instruments such as the European reporting framework LEVEL(s).

NOTE 3 LEVEL(s), is a common European approach to assess and report on the sustainability of buildings. Using existing standards, the voluntary Level(s) framework provides a common language for building sustainability, which other initiatives can also use. More information can be found at Level(s) (europa.eu).

Kommittébeteckning: SIS/TK 269 (Information för byggande och förvaltning)
Källa: CEN
Svarsdatum: den 15 nov 2021
Se merSe mindre
 

This part of ISO 29481 is the technical addition to the methodology set out in ISO 29481-1. It defines a specification to store, exchange and read IDM documents in a standardized and machine-readable way.