Byggnadsmaterial och byggnader

Kommittébeteckning: SIS/TK 173 (Temporära konstruktioner)
Källa: CEN
Svarsdatum: den 27 sep 2022
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This document specifies the minimum requirements necessary to ensure the safe design, calculation, manufacture, assembly, operation, disassembly, inspection and maintenance of the following, but not limited to: indoor and outdoor structures e.g. Stage roofs, stage floors, follow spot towers, PA towers, LED support structures, one-off event structures, hospitality structures, temporary spectator facilities. The above hereafter called event structures which are intended to be installed and dismantled specifically for an event.

Ämnesområden: Hissar. Rulltrappor
Kommittébeteckning: SIS/TK 211 (Hissar och rulltrappor)
Källa: CEN
Svarsdatum: den 28 sep 2022
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1.1 General
This part of ISO 25745 specifies:
a) methods of measuring actual energy consumption of lifts, escalators and moving walks on a single unit basis;
b) methods of carrying out periodic energy verification checks on lifts, escalators and moving walks in operation.
This part of ISO 25745 only considers the energy performance during the operational portion of the life cycle of the lifts, escalators or moving walks.
1.2 Lifts
For lifts, this part of ISO 25745 does not cover energy aspects, such as:
a) hoistway lighting;
d) heating and cooling equipment, including fans in the lift car;
e) machine room lighting;
f) machine room heating, ventilation and air conditioning;
g) non-lift, display systems, closed circuit television security cameras, etc.;
h) non-lift, monitoring systems (building management systems, etc.);
i) the effect of lift group dispatching on energy consumption;
j) non-lift equipment [3.13] consumption through the power sockets.
k) energy storage systems if used as an alternative energy source for operation.
1.3 Escalators and moving walks
For escalators and moving walks, this part of ISO 25745 does not cover energy aspects of the ancillary equipment, such as:
a) lighting with the exception of comb plate lighting and step gap lighting and traffic light;
b) cooling and heating;
c) alarm devices and emergency battery supplies equipment, etc.

Ämnesområden: Hissar. Rulltrappor
Kommittébeteckning: SIS/TK 211 (Hissar och rulltrappor)
Källa: CEN
Svarsdatum: den 30 sep 2022
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This document specifies the additional or deviating requirements to prEN 81-20 for new passenger and goods passenger lifts, which may be used to support faster evacuation of persons with difficulty in using stairs including in case of fire alarm.
This document does not apply to:
— lifts which are not included in a fire resisting building structure;
— the evacuation due to other circumstances, like explosion, chemical or biological attack, flooding, storm damage, earthquake etc.
NOTE General evacuation guidance can be found in ISO/TS 18870.
The following significant hazards are not covered in this document and are assumed to be addressed by the building designer:
— fire or smoke in the evacuation lift well, safe areas or machinery spaces;
— ingress of water to the lift well during evacuation process;
— insufficient or incorrectly located evacuation lifts;
— entrapment in waiting area (safe area) due to absence of lift service or adjacent stairs;
— structural collapse or failure of building services (e.g. power supply, lighting, ventilation) before the evacuation using lifts has been completed;
— presence of harmful gases, potentially explosive atmosphere, extreme climate conditions, transport of dangerous goods, etc.

Kommittébeteckning: SIS/TK 181 (Brandsäkerhet)
Källa: CEN
Svarsdatum: den 10 okt 2022
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This European Standard provides guidance, and where appropriate defines procedures, for variations of certain parameters and factors associated with the design of internal and external loadbearing walls that have been tested in accordance with EN 1365-1. Data from historic standard fire resistance tests may be used as supporting information. Manufactured stone masonry units according to EN 771-5 and natural stone units according to EN 771-6 are not covered. This European Standard is not valid for reinforced masonry.

Ämnesområden: Bindemedel. Fogprodukter
Kommittébeteckning: SIS/TK 193 (Takprodukter, taksäkerhet och tätskikt för byggnadsverk)
Källa: CEN
Svarsdatum: den 11 okt 2022
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This document specifies a procedure for artificial ageing of flexible sheets for underlays which are used under discontinuous roof coverings by means of UV-radiation, elevated temperature in combination with high relative humidity and elevated temperature in combination with accelerated air-speed.

Kommittébeteckning: SIS/TK 193 (Takprodukter, taksäkerhet och tätskikt för byggnadsverk)
Källa: CEN
Svarsdatum: den 11 okt 2022
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This document specifies instructions for mounting and fixing for reaction to fire testing of factory-made underlays for discontinuous roof coverings and walls and contains provisions for direct and extended application rules.

Kommittébeteckning: SIS/TK 156 (Plast)
Källa: CEN
Svarsdatum: den 24 okt 2022
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This document specifies the classifications, requirements and test methods for unplasticized poly(vinyl chloride) (PVC-U) profiles covered with foils designed for external uses bonded with adhesives which are intended to be used for the fabrication of windows and doors.
NOTE 1 For editorial reasons, in this document, the term “window” is used for window/door.
NOTE 2 Profiles made from PVC-U materials with reinforcements (e.g. glass fibres) are not covered by this document.
NOTE 3 For the purpose of production control, test methods other than those specified in this document can be used.

Kommittébeteckning: SIS/TK 156 (Plast)
Källa: CEN
Svarsdatum: den 10 nov 2022
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This document specifies a method of testing the resistance of the upper assembly of inspection chambers and manhole components against surface and traffic loading.
It is not applicable to requirements for testing the cover and frame. Those requirements are specified in EN 124-1 or other standards, depending on the material.
NOTE Upper assembly components normally include shafts or risers, cones, telescopic adapters and near surface components.

Kommittébeteckning: SIS/TK 156 (Plast)
Källa: CEN
Svarsdatum: den 10 nov 2022
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This document specifies methods of test for the resistance of the base of thermoplastics inspection chambers and manholes to external soil and ground-water pressure after installation.

Kommittébeteckning: SIS/TK 156 (Plast)
Källa: CEN
Svarsdatum: den 10 nov 2022
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This document specifies a test method for assessing the initial (short-term) tangential ring stiffness of riser shafts for thermoplastics inspection chambers or manholes.

Kommittébeteckning: SIS/TK 154 (Gummi och gummiprodukter)
Källa: ISO
Svarsdatum: den 10 nov 2022
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This document specifies requirements for materials used in vulcanized rubber seals for the following:
a) cold drinking-water supplies (up to 50 °C);
b) drainage, sewerage, and rainwater systems (continuous flow up to 45 °C and intermittent flow up to 95 °C).
The different designations of seals specified are defined according to their type, application, and requirements (see Table 5).
General requirements for finished joint seals are also given; any additional requirements called for by the particular application are specified in the relevant product standards, taking into account that the performance of pipe joints is a function of the seal material properties, seal geometry, and pipe joint design. This document is intended to be used, where appropriate, with product standards which specify performance requirements for joints.
This document is applicable to joint seals for all pipeline materials, including iron, steel, clay, fibre cement, concrete, reinforced concrete, plastics, and glass-reinforced plastics.
It is applicable to elastomeric components of composite or non-composite seals. In the case of composite seals for materials of hardness ranges from 76 IRHD-M to 95 IRHD-M, the requirements for elongation
at break, compression set, and stress relaxation apply only when the material is participating in the sealing function or in the long-term stability of the seal.
Joint seals made with an enclosed void as part of their design are included in the scope of this document.

Kommittébeteckning: SIS/TK 183 (Geoteknik och geokonstruktioner)
Källa: CEN
Svarsdatum: den 15 nov 2022
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(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 prEN 1997-3:2022.
NOTE In this case, additional or amended provisions can be necessary.
1.2 Assumptions
(1) In addition to the assumptions given in prEN 1990:2021, the provisions of prEN 1997:2022 (all parts) assume that:
— ground investigations are planned by personnel or enterprises knowledgeable about potential ground and groundwater conditions;
— ground investigations are executed by personnel having appropriate skill and experience;
— evaluation of test results and derivation of ground properties from ground investigation are carried out by personnel with appropriate geotechnical experience and qualifications;
— data required for design are collected, recorded, and interpreted by appropriately qualified and experienced personnel;
— geotechnical structures are designed and verified by personnel with appropriate qualifications and experience in geotechnical design;
— adequate continuity and communication exist between the personnel involved in data-collection, design, verification and execution.
(2) This document is intended to be used in conjunction with prEN 1990:2021, which establishes principles and requirements for the safety, serviceability, robustness, and durability of structures, including geotechnical structures, and other construction works.
(3) This document is intended to be used in conjunction with prEN 1997-2, which gives provisions rules for determining ground properties from ground investigations.
(4) This document is intended to be used in conjunction with prEN 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 the other Eurocodes for the design of geotechnical structures, including temporary geotechnical structures.

Kommittébeteckning: SIS/TK 183 (Geoteknik och geokonstruktioner)
Källa: CEN
Svarsdatum: den 15 nov 2022
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(1) This document provides rules for determining ground properties for the design and verification of geotechnical structures.
(2) This document covers guidance for planning ground investigations, collecting information about ground properties and groundwater conditions, and preparation of the Ground Model.
(3) This document covers guidance for the selection of field investigation and laboratory test methods to obtain derived values of ground properties.
(4) This document covers guidance on the presentation of the results of ground investigation, including derived values of ground properties, in the Ground Investigation Report.
1.2 Assumptions
(1) The provisions in prEN 1997-2:2022 are based on the assumptions given in prEN 1990:2021 and prEN 1997-1:2022.
(2) This document is intended to be used in conjunction with prEN 1997-1:2022, which provides general rules for design and verification of all geotechnical structures.
(3) This document is intended to be used in conjunction with prEN 1997-3:2022, which provides specific rules for design and verification of certain types of geotechnical structures.
(4) This document is intended to be used in conjunction with prEN 1998-1-1 which provides the requirements for the ground properties needed to define the seismic action.
(5) This document is intended to be used in conjunction with prEN 1998-5 which provides rules for the design of geotechnical structures in seismic regions.

Kommittébeteckning: SIS/TK 183 (Geoteknik och geokonstruktioner)
Källa: CEN
Svarsdatum: den 15 nov 2022
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1.1 Scope of prEN 1997-3 (1) This document provides specific rules to be applied for design and verification of geotechnical structures. 1.2 Assumptions (1) This document is intended to be used in conjunction with prEN 1990:2021, which establishes principles and requirements for the safety, serviceability, robustness, and durability of structures, including geotechnical structures, and other construction works. (2) This document is intended to be used in conjunction with prEN 1997-1:2022, which provides general rules for design and verification of geotechnical structures. (3) This document is intended to be used in conjunction with prEN 1997-2:2022, which gives provisions rules for determining ground properties from ground investigation. (4) This document is intended to be used in conjunction with the other Eurocodes for the design of geotechnical structures, including temporary geotechnical structures.

Kommittébeteckning: SIS/TK 180 (Murverk och Puts)
Källa: CEN
Svarsdatum: den 15 nov 2022
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(1) This document gives rules for the design of masonry structures for the accidental situation of fire exposure. This document only identifies differences from, or supplements to, normal temperature design.
(2) This document applies to structures, or parts of structures, that are within the scope of EN 1996-1-1 or EN 1996-3 and are designed accordingly.
(3) This document gives rules for the design of structures for specified requirements in respect of the aforementioned functions and the levels of performance.
(5) This document does not cover masonry built with natural stone units according to EN 771-6.
(6) This document deals with:
— non-loadbearing internal walls;
— non-loadbearing external walls;
— loadbearing internal walls with separating or non-separating functions;
— loadbearing external walls with separating or non-separating functions.
1.2 Assumptions
(1) The assumptions of EN 1990 and EN 1996-1-1 apply to this document.
(2) This document is intended to be used together with EN 1990, EN 1991-1-2, EN 1996-1-1, EN 1996-2 and EN 1996-3.
(3) In addition to the general assumptions of EN 1990 and EN 1996-1-1, 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 15 nov 2022
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(1) This document gives basic rules for the selection of materials and execution of masonry to enable it to comply with the design assumptions of the other parts of Eurocode 6.
(2) This document deals with ordinary aspects of masonry design and execution including:
— selection of masonry materials;
— factors affecting the performance and durability of masonry;
— masonry detailing, joint finishes, movement joints, resistance of buildings to moisture penetration;
— storage, preparation and use of materials on site;
— execution of masonry;
— masonry protection during execution;
(3) This document does not cover the following items:
— aesthetic aspects;
— applied finishes;
1.2 Assumptions
(1) The assumptions of EN 1990 apply to this document.
(2) This document is intended to be used together with EN 1990, EN 1991, EN 1996-1-1, EN 1996-1-2 and EN 1996-3.
(3) The design of masonry is carried out in accordance with EN 1996-1-1.