Metalliteollisuuden Standardisointiyhdistys

 

This Standard is applicable for the design of structural or self supporting systems made of sandwich panels with steel faces and core material with a Declaration of Performance (according to EN 14509-1 and -2) used as internal and external walls, roofs and ceilings.

 

This document specifies requirements for the execution, i.e. the manufacture and the installation, of cold-formed structural steel members and profiled sheeting and cold-formed structures for roof, ceiling, floor, wall and cladding applications. This document applies to structures designed according to the EN 1993 series. This document applies to structural members and profiled sheeting designed according to EN 1993 1 3. This document can be used for structures designed according to other design rules provided that conditions for execution comply with them and any necessary additional requirements are specified. This document also specifies requirements for the execution i.e. the manufacture and the installation of structures made from cold-formed profiled sheeting for roof, ceiling, floor and wall applications under predominately static loading or seismic loading conditions and their documentation. This document covers structural profiled sheeting of Structural Class I and II and structural profiled sheeting in Structural Class III according to EN 1993 1 3 used in structures. NOTE 1 In National Annexes of EN 1993 1 3 specifications can be given regarding the use of the Structural Classes. This document covers structural members of all structural classes according to EN 1993 1 3. Structural profiled sheeting is understood here to be: - profiled sheet, such as trapezoidal, sinusoidal or liner trays (Figure 1). Structural members are understood here to be: - members (linear profiled cross sections) that are produced by cold forming (Figure 2). This document also covers: - not welded built-up sections (Figure 2d); - cold-formed closed and hollow sections including the welding of the longitudinal seam (Figure 2b and Figure 2c), not covered by EN 10219 1; — perforated, punctured and micro profiled sheeting and members; The welding of built-up sections are not covered. The welding provisions are given in EN 1090 2. This document also covers spacer constructions between the outer and inner or upper and lower skins for roofs, walls and ceilings made from cold-formed profiled sheeting and the connections and attachments of the afore mentioned elements as long as all has a structural purpose. This document covers steel profiled sheeting for composite floors, e.g. during installation and in stage of pouring concrete. This document also covers the deconstruction of structures made from cold-formed profiled sheeting and structural members for roof, ceiling, floor and wall applications. Composite structural members where the interaction between dissimilar materials are an integral part of the structural behaviour such as sandwich panels and composite floors are not covered by this document. This document does not cover the necessary analyses and detailing and execution rules for thermal insulation, moisture protection, noise control and fire protection. This document does not cover regulations of roof cladding and wall cladding, produced by traditional plumber methods or tinsmith methods. This document does not cover detailed requirements for water tightness or air permeability resistance and thermal aspects of profiled sheeting. NOTE 2 The structures covered in this document can be for example. - single- or multi-skin roofs, whereby the load-bearing structure (lower skin) or the actual roof covering (upper skin) or both consist of cold-formed structural members and profiled sheeting; - single- or multi-skin walls whereby the load-bearing structure (inner skin), the actual cladding (outer skin) or both consist of cold-formed structural members and profiled sheeting, or - trusses from cold-formed members. NOTE 3 Structures can consist of an assembly of structural members and profiled sheeting made of steel according to EN 1090 4 and of aluminium according to EN 1090 5.

 

This document specifies requirements for the execution i.e. the manufacture and the installation of cold-formed structural aluminium profiled sheeting, and for the installation of structural members made of aluminium for roof, ceiling, floor, wall and cladding applications. This document applies to structures designed according to the EN 1999 series. This document applies to profiled sheeting to be designed according to EN 1999 1 4. This document also specifies requirements for the execution i.e. the manufacture and the installation of structures made from cold-formed profiled sheeting for roof, ceiling, floor and wall applications under predominately static loading or seismic loading conditions and their documentation. This document covers products of Structural Class I and II and structural profiled sheeting in Structural Class III according to EN 1999 1 4 used in structures. NOTE 1 In National Annexes of EN 1999 1 4 specifications can be given regarding the use of the Structural Classes. Structural profiled sheeting is understood here to be profiled sheet, such as trapezoidal or sinusoidal (Figure 1). Perforated and micro profiled sheeting are also covered by this part. This document also covers spacer constructions between the outer and inner or upper and lower skins as well as supporting members for roofs, walls and ceilings made from cold-formed profiled sheeting and the connections and attachments of the afore mentioned elements as long as they are involved in load transfer, it also covers connections and attachments of these elements (Figure 2). A combination of steel and aluminium structural profiled sheeting are permitted, e.g. liner trays made of steel, stiffened by profiles made of aluminium. In this case, EN 1090 4 and this document apply. This document also covers the deconstruction of structures made from cold-formed profiled sheeting and structural members for roof, ceiling, floor and wall applications. This document does not cover the manufacturing of structural members of all structural classes according to EN 1999 1 4. These products are covered by EN 1090 3. Welded sections are excluded from this part and are covered by EN 1090 3 except seal welding in low-stress areas. Composite structural profiled sheeting where the interaction between dissimilar materials are an integral part of the structural behaviour such as sandwich panels and composite floors are not covered by this standard. NOTE 2 The structures covered in this standard can be for example - single- or multi-skin roofs, whereby the load-bearing structure (lower skin) as well as the actual roof covering (upper skin) or both consist of structural profiled sheeting; - single- or multi-skin walls whereby the load-bearing structure (inner skin) as well as the actual cladding (outer skin) or both consist of structural profiled sheeting; or - suspended ceilings for interior fitting.

 

ISO 21809-5:2017 specifies the requirements for qualification, application, testing and handling of materials required for the application of reinforced concrete coating externally to either bare pipe or pre-coated pipe for use in pipeline transportation systems for the petroleum and natural gas industries as defined in ISO 13623. The external application of concrete is primarily used for the negative buoyancy of pipes used in buried or submerged pipeline systems and/or for the mechanical protection of the pipe and its pre-coating. ISO 21809-5:2017 is applicable to concrete thicknesses of 25 mm or greater.

 

ISO 15236-3:2017 specifies the performance and constructional requirements applicable to conveyor belts for underground mining having steel cords in the longitudinal direction as reinforcement. The requirements for design and construction apply to the design of single belts, as well as the design of complete type series such as those covered in ISO 15236-2. Steel cord belts in accordance with this document are intended for use underground in coal mines and in other applications where the highest demands for safety against fire and explosion hazards have to be complied with. NOTE At present, the requirements can only be met by the use of compounds based on chloroprene rubber for the covers, as well as for the bonding rubber.

 

This document is to be used together with the other generic parts of the EN 13001 series of standards, see Annex E, as well as pertinent crane type product EN standards, and as such they specify general conditions, requirements and methods to, by design and theoretical verification, prevent mechanical hazards of hydraulic cylinders that are part of the load carrying structures of cranes. Hydraulic piping, hoses and connectors used with the cylinders are not within the scope of this document, as well as cylinders made from other material than carbon steel. NOTE 1 Specific requirements for particular crane types are given in the appropriate European product standards, see Annex E. The significant hazardous situations and hazardous events that could result in risks to persons during intended use are identified in Annex F. Clauses 4 to 7 of this document provide requirements and methods to reduce or eliminate these risks: a) exceeding the limits of strength (yield, ultimate, fatigue); b) elastic instability (column buckling). NOTE 2 EN 13001-3-6 deals only with the limit state method in accordance with EN 13001-1.

 

This document: The life cycle of a CO2 geological storage project covers all phases and activities of the project, from the start of the project including site screening, feasibility, characterization, assessment, engineering, permitting, and construction, through the start of injection, and proceeding through subsequent operations until cessation of injection and culminating in the post-injection phase, which concludes with project termination. Figure 1 illustrates the limits of this document. This document does not apply to: A CO2-EOR project that has stored CO2 in association with CO2-EOR can transition to operate under this document after all production of hydrocarbons from the storage unit(s) has ceased. If production of hydrocarbons in commercial quantities begins from the storage unit(s), the storage project is outside of the scope of this document and ISO 27916 applies to CO2 storage.

 

This document specifies the drilling and blasting terms used in mining. This includes defining terms relating to rock drill rigs and rock reinforcement rigs, including their intended use, working methods, types, and components. Vocabulary for safety of rock drill rigs and rock reinforcement rigs is used in ISO 18758.

 

This document specifies the safety requirements for rock drill rigs and rock reinforcement rigs designed for the following underground or surface operations: when used by a well-trained operator in accordance with the information for use and where sufficient measures have been taken to prevent unauthorized entry of persons to the area where machines are working. This document is also applicable to rock drill rigs and rock reinforcement rigs based on earth-moving machinery (EMM) as defined in ISO 6165. This document is not applicable to the following machines: drill rigs for soil and rock mixture, Kelly drill rigs and casing drivers, cable tool drill rigs, pre-armouring machines, sonic drill rigs; shaft sinking drill rigs, crane attached drill rigs, drill rigs on derricks, scaling machines. This document does not cover machines on railway tracks, artificial intelligence, autonomous systems, self-evolving systems, cyber security, lightning, protection against corruption, malicious attempts from third parties, or potentially explosive atmospheres. This document deals with the relevant and significant hazards, hazardous situations, or hazardous events, as listed in Annex C, when the machine is used as intended and under the conditions of misuse which are reasonably foreseeable by the manufacturer. This document is not applicable to machines manufactured before the date of its publication.

 

This document specifies the safety requirements for rock drill rigs and rock reinforcement rigs designed for the following underground or surface operations: a) blast hole drilling; b) rock reinforcement; c) drilling for secondary breaking; d) dimensional stone drilling; e) mineral prospecting, e.g. utilizing core drilling or reverse circulation; f) water and methane drainage drilling; g) raise boring. NOTE Rigs can be designed for more than one of the operations above. See ISO 18758-1 for vocabulary. This document is also applicable to earth-moving machinery as defined in ISO 6165, modified to become a rock drill rig or rock reinforcement rig. This document is not applicable to the following machines: drill rigs for soil and rock mixture; (geothermal drill rigs, water well drill rigs, water jet drill rigs, micro pile drill rigs; surface horizontal directional drill rigs (HDD) as defined in ISO 21467), kelly drill rigs (and casing drivers); cable tool drill rigs; pre-armouring machines; sonic drill rigs; shaft sinking drill rigs; crane attached drill rigs; drill rigs on derricks; scaling machines. This document deals with the significant hazards, hazardous situations or hazardous events, as listed in Annex E, relevant to rock drill rigs and rock reinforcement rigs (see ISO 18758-1), when they are used as intended and under the conditions of misuse which are reasonably foreseeable by the manufacturer. This document is not applicable to rigs manufactured before the date of its publication.

 

This document is a common resource available to assist with the interoperability of characteristic data between various industrial data standards, such as the ISO 13399 series[11], the ISO 13584 series[12], the ISO 15926 series[14], the ISO 18101 series[16], the ISO 22745 series[19], the IEC 61360 series[23] including the IEC Common Data Dictionary[30] and IEC 62656 series[25]. This document specifies a set of resources that enable organizations to use concept dictionaries as the basis for unambiguous exchange of characteristic data. The following are within the scope of this document: The formats in this document provide interoperability between implementations of the ISO 13584 series and the ISO 22745 series. These formats also have more general applicability. This document serves as a generic resource that can be restricted through implementation profiles by standards that reference it. It can also be implemented without restriction. The following is outside of the scope of this document:

 

This part of ISO 18436 specifies requirements for the training, relevant experience, and examination of personnel performing condition monitoring and diagnostics of machines using vibration analysis (VA). A certificate or declaration of conformity to the requirements of this part of ISO 18436 provides recognition and evidence that individuals are able to perform vibration measurements and analysis for machinery condition monitoring and diagnostics using a range of vibration measurement equipment. This part of ISO 18436 specifies a four-category certification programme that is based on the technical areas described in this document.

 

 

This document specifies a procedure to determine the slip factor of faying surfaces in slip-resistant connections to be used in structural steelwork. The method is mainly applicable to uncoated and coated components made of steel with different surface treatments. This document applies mainly to ferritic steels but can be used for other type of steels as appropriate.

 

This document specifies a procedure to determine tightening procedures for pretensioned bolted connections to be used in structural steelwork. The methods to establish bolt tightening procedures given in this standard are applicable to pretensioned bolted connections for which no approved tightening parameters exists in national or international standards. Such use cases apply for example if bolting assemblies have to be tightened by turning the head instead of the nut, if any of the conditions, given in a harmonized standard for pretensioning of bolting assemblies, are deviating or when stainless steel bolting assemblies are to be pretensioned. In these cases, tightening parameters as well as tightening procedures can be determined with the use of the Bolt Tightening Qualification Procedure (BTQP) given in this document.

 

This document provides best practices for planning and conducting in-water cleaning (IWC) operations safely, efficiently and in an environmentally sound manner. Additionally, this document provides best practices for reporting on the effectiveness of IWC operations. This document addresses all forms of IWC of external submerged surfaces, which are hull and niche areas, all types and levels of biofouling, which means biofilms, microfouling and macrofouling, conducted both with or without capture. It does not address internal piping. The document has been established to inform ports, regulatory agencies, ship biofouling IWC service providers, inspection service providers, IWC equipment manufacturers, coating manufacturers, shipowners, ship managers, ship operators and other relevant stakeholders.

 

This document specifies requirements for the design, fabrication, inspection and testing of large transportable vacuum-insulated cryogenic vessels of more than 450 l volume, which are permanently (fixed tanks) or not permanently (demountable tanks and portable tanks) attached to a means of transport, for one or more modes of transport. This document applies to large transportable vacuum-insulated cryogenic vessels for fluids specified in 3.1 and does not apply to vessels designed for toxic fluids. This document does not include the general vehicle requirements, e.g. running gear, brakes, lighting, etc. NOTE 1 This document does not cover specific requirements for refillable liquid-hydrogen tanks that are primarily dedicated as fuel tanks in vehicles. For fuel tanks used in land vehicles, see ISO 13985. NOTE 2 This document does not cover specific requirements for refillable liquid hydrogen and LNG tanks that are primarily dedicated as fuel tanks in vehicles. For fuel tanks used in vehicles, see ISO 13985.

 

ISO 6892-2:2018 specifies a method of tensile testing of metallic materials at temperatures higher than room temperature.

 

This document applies to gully tops and manhole tops with a clear opening up to and including 1 000 mm for installation within areas subjected to pedestrian and/or vehicular traffic. It applies for manhole tops and gully tops of classes A 15 to D 400 made from polyamide (PA 6 and PA 6.6) by casting or injection-moulding. This document is only applicable in combination with EN 124-1 and prEN 124-700. This document does not apply - for fillings installed on site, e.g. concrete, paving blocks etc., - for gratings as part of prefabricated drainage channels according to EN 1433, - to floor and roof gullies in buildings which are specified in EN 1253 (all parts) and to surface boxes.

 

This document describes procedures for factory production control, third party inspection, and certification for verifying the conformity of gully tops and manhole tops with a clear opening up to and including 1 000 mm for installation within areas subjected to pedestrian and/or vehicular traffic in accordance with prEN 124-7. This document is only applicable in combination with prEN 124-7. The quality management system is expected to conform to or to be no less stringent than the relevant requirements of EN ISO 9001. This document details the applicable characteristics to be assessed for type testing, batch release test, process verification test and audit test, as well as frequency and sampling for testing products according to prEN 124-7.