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This document specifies a test method to assess ductility of the fusion joint interface of polyethylene electrofusion socket assemblies for use in pipe systems for the distribution of fluids. This method is applicable to assemblies, with nominal outside diameters greater than or equal to 90 mm.
This document specifies a method for evaluation of the ductility of the fusion joint interface of assemblies of polyethylene (PE) pipe and electrofusion saddles, intended for the conveyance of fluids.
This document gives guidelines to select the test methods to assess the performance of leather for automotive. This document also specifies the sampling and conditioning procedures of specimens. NOTE Regulations on chemical substances in consumer goods might differ from country to country requiring for any given market a special attention to restricted substances.
This document specifies the following for raw bovine hides and skins intended for use throughout the leather manufacturing supply chain: - Terms and definitions; - Rules for the presentation of raw hides and skins. It applies to fresh and salted bovine hides and skins. It is not the aim of this document to interfere with the normal commercial agreement between the buyer and the supplier of hides and skins, on the contrary, it should be able to be used as a basis. This document is intended to avoid disagreements between parties. It is the result of discussions with representatives of agriculture, slaughterhouses, skin trade and tanneries. It shows which parts of hides and skins can be used for leather production and which factors influence the quality of hides and skins. Furthermore, it gives recommendations on precautions to be taken for transport, preservation, loading and unloading, selection of tanned hides, classification of hides, weight, loss and tax exemption, identification of hides.
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.
This document specifies the method to be used to determine the resistance to repeated opening and closing of windows and pedestrian doorsets when subjected to repeated opening and closing. It applies to all construction materials and operating systems for any window or pedestrian doorset, including gaskets and building hardware, in normal operating conditions. The parts concerned in the testing are the frame, the opening component (including any additional moving components e.g. an inactive sash/leaf) and all essential and directly involved building hardware, including operating devices, for example, the handle. The testing does not include any hardware whose operation is not directly involved in the opening and closing of the moving components: added-on fastening systems such as peg-stays or cabin hooks or bolts, nor, unless specified, any independently installed stops (not connected to the complete assembly) such as a wall or ground-mounted stop. NOTE 1 The annexes provide more details on the testing procedures that can differ from the main part of this document and are normative: - Annex A applies to tilt and turn, tilt-first, turn-only, or tilt-only windows and door-height windows; - Annex B applies to sliding, lift and slide or lift and slide and tilt windows and door-height windows; - Annex C applies to tilt and slide windows and door-height windows; - Annex D applies to fold and slide windows and door-height windows; - Annex E applies to horizontal and vertical pivot windows and door-height windows; - Annex F applies to vertical sliding windows; - Annex G applies to side-hung casements and top-hung windows, opening outwards (including reversible windows); - Annex H applies to side-hung single and double action pedestrian doorsets excluding power operated doors; - Annex I applies to power-operated (automatic) side-hung single action pedestrian doorsets. NOTE 2 In this document, the term door-height window is used for windows that are used for the passage of pedestrians, i.e. as a pedestrian doorset.
ISO 16367:2008 specifies the main dimensions and tolerances of guiding plates, U- and V-blocks, to be used in press tools.
It also specifies the designation of U- and V-blocks.
This document specifies three methods for quantitative measurement of crystalline silica (CS) major polymorphs (quartz and cristobalite) weight percentage content in bulk samples using XRPD. General information is provided about their capabilities and limitations of relevance to laboratories working for routine testing. Only X-ray diffractometers with Bragg-Brentano geometry are considered. The analysed specimen should be in the form of loose powder, where the median grain size is between 1 and 10 μm physical diameter. Block specimens are not considered. Although a number of methods of analysis are considered in this document, other XRPD methods of analysis could be considered if demonstrated to give equivalent results.
This document specifies the method to be used to determine the resistance to repeated opening and closing of windows and pedestrian doorsets when subjected to repeated opening and closing. It applies to all construction materials and operating systems for any window or pedestrian doorset, including gaskets and building hardware, in normal operating conditions. The parts concerned in the testing are the frame, the opening component (including any additional moving components e.g. an inactive sash/leaf) and all essential and directly involved building hardware, including operating devices, for example, the handle. The testing does not include any hardware whose operation is not directly involved in the opening and closing of the moving components: added-on fastening systems such as peg-stays or cabin hooks or bolts, nor, unless specified, any independently installed stops (not connected to the complete assembly) such as a wall or ground-mounted stop. NOTE 1 The annexes provide more details on the testing procedures that can differ from the main part of this document and are normative: - Annex A applies to tilt and turn, tilt-first, turn-only, or tilt-only windows and door-height windows; - Annex B applies to sliding, lift and slide or lift and slide and tilt windows and door-height windows; - Annex C applies to tilt and slide windows and door-height windows; - Annex D applies to fold and slide windows and door-height windows; - Annex E applies to horizontal and vertical pivot windows and door-height windows; - Annex F applies to vertical sliding windows; - Annex G applies to side-hung casements and top-hung windows, opening outwards (including reversible windows); - Annex H applies to side-hung single and double action pedestrian doorsets excluding power operated doors; - Annex I applies to power-operated (automatic) side-hung single action pedestrian doorsets. NOTE 2 In this document, the term door-height window is used for windows that are used for the passage of pedestrians, i.e. as a pedestrian doorset.
ISO 19630:2017 specifies the conditions for the determination of tensile properties of single filaments of ceramic fibre such as tensile strength, Young modulus and fracture strain. The method applies to continuous ceramic filaments taken from tows, yarns, braids and knittings, which have strain to fracture less than or equal to 5 %. The method does not apply to carbon fibres that exhibit nonlinear stress-strain curve. The method does not apply to checking the homogeneity of strength properties of fibres, nor to assessing the effects of volume under stress. Statistical aspects of filament failure are not included.
ISO/IEC 17020:2012 specifies requirements for the competence of bodies performing inspection and for the impartiality and consistency of their inspection activities. It applies to inspection bodies of type A, B or C, as defined in ISO/IEC 17020:2012, and it applies to any stage of inspection.
This document describes two test methods: - basket method (see Clause 4); - beaker method (see Clause 5). The basket method describes a method for determining binder drainage of bituminous mixtures. This method directly measures binder drainage, but when carried out on bituminous mixtures with fibres or mixtures whose mortar content is higher than in porous asphalt some clogging of the holes in the drainage baskets can occur, limiting the drainage of the binder. The basket method can be used either for determining the binder drainage for different binder content, or with a single binder content, eliminating the successive repetitions. It also enables the effects of varying fine aggregate types or including any anti-draining additive to be quantified. The beaker method describes a method for determining binder drainage of bituminous mixtures. It is applicable to asphalt materials that are not porous asphalt or for porous asphalt incorporating fibres. It can be used either for determining the binder drainage for different binder content, or with a single binder content, eliminating the successive repetitions. It also enables the effects of varying fine aggregate types or including any anti-draining additive to be quantified.
This International Standard identifies and establishes Concepts, Principles and terminology for service life planning and a systematic framework for undertaking service life planning of a planned building or construction work throughout its life cycle (or remaining life cycle for existing buildings or construction works). The life cycle incorporates initiation, project definition, design, construction, commissioning, operation, maintenance, refurbishment, replacement, deconstruction and ultimate disposal, recycling or re-use of the asset (or parts thereof), including its components, systems and building services. This International Standard is applicable to the service life planning of individual buildings. A series of service life plans, developed in accordance with this International Standard, can be used as input data to the strategic property management of a number of buildings.
This International Standard identifies and establishes process considerations for service life planning and a systematic framework for undertaking service life planning of a planned building or construction work throughout its life cycle (or remaining life cycle for existing buildings or construction works). The life cycle incorporates initiation, project definition, design, construction, commissioning, operation, maintenance, refurbishment, replacement, deconstruction and ultimate disposal, recycling or re-use of the asset (or parts thereof), including its components, systems and building services. This International Standard is applicable to the service life planning of individual buildings. A series of service life plans, developed in accordance with this International Standard, can be used as input data to the strategic property management of a number of buildings.
This International Standard identifies and establishes Methodologies, data and communication for service life planning and a systematic framework for undertaking service life planning of a planned building or construction work throughout its life cycle (or remaining life cycle for existing buildings or construction works). The life cycle incorporates initiation, project definition, design, construction, commissioning, operation, maintenance, refurbishment, replacement, deconstruction and ultimate disposal, recycling or re-use of the asset (or parts thereof), including its components, systems and building services. This International Standard is applicable to the service life planning of individual buildings. A series of service life plans, developed in accordance with this International Standard, can be used as input data to the strategic property management of a number of buildings.
This document specifies the requirements and describes the methods for design, installation, testing and maintenance of low, medium, and high expansion foam fire extinguishing systems. Foam systems may be used to suppress the release of toxic vapours but this application is outside the scope of this document. This document provides guidance for the design of various foam systems available to persons with knowledge and experience in determining the selection of foam fire extinguishing systems which will be effective in protecting specific hazard configurations. For the application of this standard, a risk assessment by a qualified and experienced person should be performed for both new and existing systems, however the risk assessment is outside the scope of this document. This document does not cover a risk analysis carried out by a competent person. Nothing in this document is intended to restrict new technologies or alternative arrangements, provided that the level of foam system performance prescribed in this standard is not lowered, and supported by documented evidence/test reports. All foam systems are generally unsuitable for the following: - chemicals, such as cellulose nitrate, that release sufficient oxygen or other oxidizing agents which can sustain combustion; - energized unenclosed electrical equipment; - metals such as sodium, potassium and sodium-potassium alloys which are reactive to water; - hazardous, water-reactive materials such as triethyl-aluminium and phosphorous pentoxide; - combustible metals such as aluminium and magnesium.