| Name |
Description |
Abstract |
Status |
Publication date |
Edition |
Number of pages |
Technical committee |
ICS |
| ISO 8394-2:2017 |
Buildings and civil engineering works — Determination of extrudability of sealants — Part 2: Using standardized apparatus |
ISO 8394-2 specifies a method for determining the extrudability of sealants independently of the package in which they are supplied.
|
Published |
2017-09 |
Edition : 2 |
Number of pages : 8 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 8394:1988 |
Building construction — Jointing products — Determination of extrudability of one-component sealants |
Refers to sealants extruded from the packages in which they are usually supplied for direct application to a building joint. Is only to be used for testing the workability of a solvent. Is not to be used for classifying sealants.
|
Withdrawn |
1988-11 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 9046:1987 |
Building construction — Sealants — Determination of adhesion/cohesion properties at constant temperature |
Refers to sealants with predominantly plastic behaviour which are used in joints in building construction. Describes principle, apparatus, preparation of test specimens and reference specimens, conditioning, procedure and test report.
|
Withdrawn |
1987-05 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 9046:2002 |
Building construction — Jointing products — Determination of adhesion/cohesion properties of sealants at constant temperature |
This International Standard specifies a method for the determination of the adhesion/cohesion properties of sealants with predominantly plastic behaviour which are used in joints in building construction.
|
Withdrawn |
2002-05 |
Edition : 2 |
Number of pages : 4 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 9046:2021 |
Building and civil engineering sealants — Determination of adhesion/cohesion properties at constant temperature |
The document specifies a method for the determination of the adhesion/cohesion properties of sealants with predominantly plastic behaviour which are used in buildings and civil engineering works.
|
Published |
2021-03 |
Edition : 3 |
Number of pages : 5 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 9047:1989 |
Building construction — Sealants — Determination of adhesion/cohesion properties at variable temperatures |
Refers to sealants with predominantly elastic behaviour. The sealant to be tested adheres to two parallel contact surfaces of the test specimens. After submission of the test specimens to extension/compression cycles under defined conditions any breaks in adhesion or cohesion are recorded.
|
Withdrawn |
1989-10 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 9047:2001 |
Building construction — Jointing products — Determination of adhesion/cohesion properties of sealants at variable temperatures |
This International Standard specifies a method for the determination of the adhesion/cohesion properties of sealants
with predominantly elastic behaviour which are used in joints in building construction.
|
Published |
2001-12 |
Edition : 2 |
Number of pages : 5 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 9047:2001/Cor 1:2009 |
Building construction — Jointing products — Determination of adhesion/cohesion properties of sealants at variable temperatures — Technical Corrigendum 1 |
|
Published |
2009-04 |
Edition : 2 |
Number of pages : 1 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 9048:1987 |
Building construction — Jointing products — Determination of extrudability of sealants using standardized apparatus |
Applies to all sealants regardless of the kind of packages in which they are supplied or from which they are applied to the joint in buildings. A defined volume of sealant is extruded from a standardized device under defined conditions by means of compressed air and recorded depending on time.
|
Withdrawn |
1987-11 |
Edition : 1 |
Number of pages : 4 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 10563:1991 |
Building construction — Sealants for joints — Determination of change in mass and volume |
|
Withdrawn |
1991-07 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 10563:2005 |
Building construction — Sealants — Determination of change in mass and volume |
ISO 10563:2005 specifies a method for the determination of the change of mass and the change of volume of sealants used in joints in building construction. It is not suitable for self-levelling sealants.
|
Withdrawn |
2005-07 |
Edition : 2 |
Number of pages : 3 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 10563:2017 |
Buildings and civil engineering works — Sealants — Determination of change in mass and volume |
ISO 10563:2017 specifies a method for the determination of the change of mass and the change of volume of self-levelling and non-sagging sealants used in joints in building construction.
|
Published |
2017-05 |
Edition : 3 |
Number of pages : 4 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO/FDIS 10563 |
Building and civil engineering sealants — Determination of change in mass and volume |
ISO 10563:2017 specifies a method for the determination of the change of mass and the change of volume of self-levelling and non-sagging sealants used in joints in building construction.
|
Under development |
|
Edition : 4 |
Number of pages : 4 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 10590:1991 |
Building construction — Sealants — Determination of adhesion/cohesion properties at maintained extension after immersion in water |
Specifies a method for the determination of the influence of water immersion. Describes the principle, the apparatus, the preparation of specimens, conditioning methods, the test procedure, and the contents of the test report.
|
Withdrawn |
1991-10 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 10590:2005 |
Building construction — Sealants —- Determination of tensile properties of sealants at maintained extension after immersion in water |
ISO 10590:2005 specifies a method for the determination of the influence of water immersion on the adhesion/cohesion properties at maintained extension of sealants used in joints in building construction.
|
Published |
2005-07 |
Edition : 2 |
Number of pages : 5 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 10591:1991 |
Building construction — Sealants — Determination of adhesion/cohesion properties after immersion in water |
Specifies a method for the determination of the influence of water immersion. Describes the principle, the apparatus, the preparation of specimens, conditioning methods, the test procedure, and the contents of the test report.
|
Withdrawn |
1991-10 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 10591:2005 |
Building construction — Sealants — Determination of adhesion/cohesion properties of sealants after immersion in water |
ISO 10591:2005 specifies a method for the determination of the influence of water on the adhesion cohesion properties of sealants with predominantly plastic behaviour which are used in joints in building construction.
|
Withdrawn |
2005-07 |
Edition : 2 |
Number of pages : 5 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 10591:2021 |
Building and civil engineering sealants — Determination of adhesion/cohesion properties of sealants after immersion in water |
This document specifies a method for the determination of the influence of water on the adhesion/cohesion properties of sealants with predominantly plastic behaviour which are used in joints in buildings and civil engineering works.
|
Published |
2021-10 |
Edition : 3 |
Number of pages : 5 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 11431:1993 |
Building construction — Sealants — Determination of adhesion/cohesion properties after exposure to artificial light through glass |
The sealants are also exposed to water or humidity, and to elevated temperature. The principle of the method specified is preparing test specimens and reference specimens in which the sealant to be tested adheres to two parallel contact surfaces, submitting the test specimens to the simultaneous influence of artificial light, water or humidity and elevated temperature under defined conditions, extending test specimens and reference specimens to a defined width and, after maintenance of the extension for a defined time, recording any breaks in adhesion or cohesion.
|
Withdrawn |
1993-04 |
Edition : 1 |
Number of pages : 4 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 11431:2002 |
Building construction — Jointing products — Determination of adhesion/cohesion properties of sealants after exposure to heat, water and artificial light through glass |
ISO 11431:2002 specifies a method for the determination of the adhesion/cohesion properties of sealants after cyclic exposure to heat and artificial light followed by a period of exposure to water at a defined temperature.
|
Published |
2002-08 |
Edition : 2 |
Number of pages : 6 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 11432:1993 |
Building construction — Sealants — Determination of resistance to compression |
The principle of the method specified is preparing test specimens in which the sealant to be tested adheres to two parallel contact surfaces, compressing the test specimens to a defined value under defined conditions and recording the applied force and the resulting stress.
|
Withdrawn |
1993-04 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 11432:2005 |
Building construction — Sealants — Determination of resistance to compression |
ISO 11432:2005 specifies a method for the determination of the resistance to compression of sealants used in joints in building construction.
|
Withdrawn |
2005-07 |
Edition : 2 |
Number of pages : 5 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 11432:2021 |
Building and civil engineering sealants — Determination of resistance to compression |
This document specifies a method for the determination of the resistance to compression of sealants used in joints in buildings and civil engineering works.
|
Published |
2021-10 |
Edition : 3 |
Number of pages : 5 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 11527:2010 |
Building construction — Sealants — Test method for the determination of stringiness |
ISO 11527:2010 specifies a method for the determination of the stringiness of a wet-applied sealant.
|
Withdrawn |
2010-11 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 11527:2018 |
Buildings and civil engineering works — Sealants — Test method for the determination of stringiness |
This document specifies a method for the determination of the stringiness of a wet-applied one-component sealant.
|
Published |
2018-07 |
Edition : 2 |
Number of pages : 6 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 11528:2016 |
Buildings and civil engineering works — Sealants — Determination of crazing and cracking following exposure to artificial or natural weathering |
ISO 11528:2016 specifies methods for the assessment of surface defects (crazing and cracking) on sealants after exposure to artificial or natural weathering.
|
Published |
2016-08 |
Edition : 1 |
Number of pages : 18 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 11600:1993 |
Building construction — Sealants — Classification and requirements |
Specifies the types and classes of sealant used in building construction according to their applications and performance characteristics. Furthermore, the requirements and respective test methods for the different classes are stipulated.
|
Withdrawn |
1993-01 |
Edition : 1 |
Number of pages : 5 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 11600:2002 |
Building construction — Jointing products — Classification and requirements for sealants |
This International Standard specifies the types and classes of sealants used in building construction according to their applications and performance characteristics.
The requirements and respective test methods for the different classes are also given.
|
Published |
2002-10 |
Edition : 2 |
Number of pages : 8 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 11600:2002/Amd 1:2011 |
Building construction — Jointing products — Classification and requirements for sealants — Amendment 1 |
|
Published |
2011-07 |
Edition : 2 |
Number of pages : 1 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 11617:2014 |
Buildings and civil engineering works — Sealants — Determination of changes in cohesion and appearance of elastic weatherproofing sealants after exposure of statically cured specimens to artificial weathering and mechanical cycling |
ISO 11617:201 specifies laboratory exposure procedures for determining the effects of cyclic movement and artificial weathering on cured, elastic weatherproofing joint sealants (one- or multi-component).
|
Withdrawn |
2014-07 |
Edition : 1 |
Number of pages : 16 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 11617:2022 |
Building and civil engineering sealants — Determination of changes in cohesion and appearance of elastic weatherproofing sealants after exposure of statically cured specimens to artificial weathering and mechanical cycling |
This document specifies laboratory exposure procedures for determining the effects of cyclic movement and artificial weathering on cured, elastic weatherproofing joint sealants (one- or multi-component).
|
Published |
2022-01 |
Edition : 2 |
Number of pages : 18 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 11618:2015 |
Buildings and Civil Engineering Works — Sealants — Classification and requirements for pedestrian walkway sealants |
ISO 11618:2015 applies to sealants used for pedestrian walkways, public areas, movement joints between concrete slabs, areas with pedestrian load, areas which are used with trolleys, parking garages, walkable floors, balconies, terraces, and warehouses.
This International Standard specifies the types and classes of elastic sealants used in building construction pedestrian walkways according to their performance characteristics. Sealant may be either non-sag or self-leveling as declared by the manufacturer. Areas of application are floor joints which have been designed.
Chemical containment, cold applied joint sealants for concrete pavements to be used in roads, airfields, and sewage treatment plants are excluded.
Local regulations may be required in addition to this International Standard based on local laws and codes.
|
Published |
2015-08 |
Edition : 1 |
Number of pages : 8 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 13638:1996 |
Building construction — Sealants — Determination of resistance to prolonged exposure to water |
Describes a method for the determination of the ability of sealants to resist differing degrees of exposure to water under conditions of service. Assesses for specified duration of time the ability of the sealant to fulfill its essential functions, principally to withstand joint movements.
|
Withdrawn |
1996-12 |
Edition : 1 |
Number of pages : 5 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 13638:2021 |
Building and civil engineering sealants — Determination of resistance to prolonged exposure to water |
This document specifies a method for the determination of the ability of sealants to resist differing degrees of exposure to water under conditions of service.
The method assesses the effects of water immersion, for specified durations of time, on the ability of the sealant to fulfil its essential functions, principally to withstand joint movement.
|
Published |
2021-03 |
Edition : 2 |
Number of pages : 7 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 13640:1999 |
Building construction — Jointing products — Specifications for test substrates |
|
Withdrawn |
1999-12 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 13640:2018 |
Buildings and civil engineering works — Sealants — Specifications for test substrates |
This document specifies the procedures for producing substrates of mortar, glass and anodized aluminium used for testing sealants.
The purpose of these requirements is to ensure the reproducibility of the standardized tests conducted on sealants through the precise definition of both the composition and the method of preparation of the test substrates.
The substrates defined in this document are indicators of the sealant's performance and not substrates which reproduce the characteristics of the construction materials.
|
Published |
2018-07 |
Edition : 2 |
Number of pages : 5 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 16938-1:2008 |
Building construction — Determination of the staining of porous substrates by sealants used in joints — Part 1: Test with compression |
ISO 16938-1:2008 specifies a method for determining the staining of porous substrates (e.g. marble, limestone, sandstone or granite) by sealants used in building construction. The method evaluates the likelihood of a sealant causing an early stain on a porous substrate due to exudation of materials from the sealant. The outcome of the test is specific to the tested sealant and tested substrate and cannot be extrapolated to other sealant formulations or other porous substrates.
|
Withdrawn |
2008-03 |
Edition : 1 |
Number of pages : 8 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 16938-1:2019 |
Buildings and civil engineering works — Determination of the staining of porous substrates by sealants used in joints — Part 1: Test with compression |
This document specifies a method for determining the staining of porous substrates (e.g. marble, limestone, sandstone or granite) by sealants used in building construction. The method evaluates the likelihood of a sealant causing an early stain on a porous substrate due to exudation of materials from the sealant. The outcome of the test is specific to the tested sealant and tested substrate and cannot be extrapolated to other sealant formulations or other porous substrates. During this accelerated test, if the sealant does not stain or discolour the substrates, it does not mean that the tested sealant will not stain or discolour the tested porous substrate over a longer time period.
|
Published |
2019-09 |
Edition : 2 |
Number of pages : 9 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 16938-2:2008 |
Building construction — Determination of the staining of porous substrates by sealants used in joints — Part 2: Test without compression |
ISO 16938-2:2008 specifies a method for determining the staining of porous substrates (e.g. marble, limestone, sandstone, or granite) by sealants used in building construction. The method evaluates the likelihood of a sealant causing an early stain on a porous substrate due to exudation of materials from the sealant. The outcome of the test is specific to the tested sealant and tested substrate and cannot be extrapolated to other sealant formulations or other porous substrates.
|
Withdrawn |
2008-03 |
Edition : 1 |
Number of pages : 7 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 16938-2:2019 |
Buildings and civil engineering works — Determination of the staining of porous substrates by sealants used in joints — Part 2: Test without compression |
This document specifies a method for determining the staining of porous substrates (e.g. marble, limestone, sandstone, or granite) by sealants used in building construction. The method evaluates the likelihood of a sealant causing an early stain on a porous substrate due to exudation of materials from the sealant. The outcome of the test is specific to the tested sealant and tested substrate and cannot be extrapolated to other sealant formulations or other porous substrates. During this accelerated test, if the sealant does not stain or discolour the substrates, it does not mean that the tested sealant will not stain or discolour the tested porous substrate over a longer time period.
|
Published |
2019-09 |
Edition : 2 |
Number of pages : 8 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 19861:2015 |
Buildings and civil engineering works — Sealants — Determination of curing behaviour |
ISO 19861:2015 specifies a method for the determination of the curing behaviour of sealants used in joints in building construction.
|
Published |
2015-11 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 19862:2015 |
Buildings and civil engineering works — Sealants — Durability to extension compression cycling under accelerated weathering |
ISO 19862:2015 specifies a method for the determination of classification of durability of sealants used in exterior joints in building construction.
|
Published |
2015-11 |
Edition : 1 |
Number of pages : 8 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 19863:2016 |
Buildings and civil engineering works — Sealants — Determination of tear resistance |
ISO 19863:2016 specifies a method for the determination of the tear resistance of sealants used in joints in building construction.
|
Published |
2016-01 |
Edition : 1 |
Number of pages : 6 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO/TR 20436:2017 |
Buildings and civil engineering works — Sealants — Paintability and paint compatibility of sealants |
ISO/TR 20436:2017 reviews and evaluates the methodology that can be employed to assess the paintability of or paint compatibility with sealants used in building and construction. The term "paintability" is used throughout this document and is a generic term to refer to the application of paint or a coating to a sealant.
|
Published |
2017-07 |
Edition : 1 |
Number of pages : 20 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 21265:2021 |
Building and civil engineering sealants — Assessment of the fungal growth on sealant surfaces |
This document specifies a method for the evaluation of the fungal growth on sealants which are used in joints in building construction.
|
Published |
2021-09 |
Edition : 1 |
Number of pages : 10 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 23658:2020 |
Buildings and civil engineering works — Sealants — Testing of adhesion properties using a bead peel test |
The document specifies a method for evaluating the adhesion of sealants with a minimum elongation at break of 25 % (according to ISO 8339, Method A or B) on various substrates. This test method can be used for one-component and multi component sealants. This method is typically used for elastic sealants but can be also used for plastic sealants. For plastic sealants, the test can be more difficult and needs to be carried out by experienced technicians.
This test is used to judge the adhesion of construction sealants in combination with cleaners, activators and/or primers on various substrates when exposed to a peeling force and also after different aging conditions.
An adhesion test according to this document can also be conducted for process monitoring and quality assurance accompanying production. The test method described in this document is not intended to replace any adhesion cohesion test methods specified in ISO 11600.
|
Published |
2020-06 |
Edition : 1 |
Number of pages : 9 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 23869:2021 |
Building and civil engineering sealants — Determination of self-levelling properties |
This document specifies a method for determining self-levelling properties of sealants.
|
Published |
2021-07 |
Edition : 1 |
Number of pages : 6 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 24068-1:2021 |
Building and civil engineering sealants — Determination of the degree of cure — Part 1: Build-up of tensile properties in dumbbell-shaped specimens |
This document specifies a method for the determination of the degree of cure of one- and multi-component sealants as indicated by the build-up of the tensile properties in dumbbell-shaped specimens during cure.
|
Published |
2021-05 |
Edition : 1 |
Number of pages : 6 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 24068-2:2021 |
Building and civil engineering sealants — Determination of the degree of cure — Part 2: Build-up of tensile and adhesion properties in test joint specimens |
This document specifies a method for the determination of the degree of cure of one- and multi-component sealants used in joints as indicated by the build-up of the tensile and adhesion properties in test joint specimens during cure.
|
Published |
2021-05 |
Edition : 1 |
Number of pages : 7 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 24070-1:2021 |
Building and civil engineering sealants — Determination of cured thickness of one-component sealant — Part 1: Taper-shaped groove test method |
This document specifies a method for the determination of the cured thickness depth of cure of one-component sealants using a taper-wedge-shaped groove test method.
|
Published |
2021-04 |
Edition : 1 |
Number of pages : 5 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 24070-2:2021 |
Building and civil engineering sealants — Determination of cured thickness of one-component sealant — Part 2: Cylindrical cup test method |
This document specifies a method for the determination of the cured thickness of one-component sealants using a cylindrical cup test method.
|
Published |
2021-04 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
91.100.50
Binders. Sealing materials
|
| ISO 13472-1:2002 |
Acoustics — Measurement of sound absorption properties of road surfaces in situ — Part 1: Extended surface method |
This part of ISO 13472 describes a test method for measuring in situ the sound absorption coefficient of road
surfaces as a function of frequency in the range from to .
Normal incidence is assumed. However, the test method can be applied at oblique incidence although with some
limitations (see annex F). The test method is intended for the following applications:
— determination of the sound absorption properties of test tracks according to ISO 10844, with limitations, and
other similar standards;
— determination of the sound absorption properties of road surfaces in actual use;
— comparison of sound absorption design specifications of road surfaces with actual performance data of the
surface after completion of the construction work.
The complex reflection factor can also be determined by this method.
|
Withdrawn |
2002-06 |
Edition : 1 |
Number of pages : 26 |
Technical Committee |
17.140.30
Noise emitted by means of transport
;
93.080.20
Road construction materials
|
| ISO 13472-1:2022 |
Acoustics — Measurement of sound absorption properties of road surfaces in situ — Part 1: Extended surface method |
This document describes a test method for measuring in situ the sound absorption coefficient of road surfaces as a function of frequency in the range from 250 Hz to 4 kHz.
Normal incidence is assumed. However, the test method can be applied at oblique incidence although with some limitations (see Annex F). The test method is intended for the following applications:
— determination of the sound absorption properties of road surfaces in actual use;
— comparison of sound absorption design specifications of road surfaces with actual performance data of the surface after completion of the construction work.
The complex reflection factor can also be determined by this method.
|
Published |
2022-01 |
Edition : 2 |
Number of pages : 29 |
Technical Committee |
17.140.30
Noise emitted by means of transport
;
93.080.20
Road construction materials
|
| ISO 13472-2:2010 |
Acoustics — Measurement of sound absorption properties of road surfaces in situ — Part 2: Spot method for reflective surfaces |
ISO 13472-2:2010 specifies a test method for measuring in situ the sound absorption coefficient of road surfaces for the one-third-octave-band frequencies ranging from 250 Hz to 1 600 Hz under normal incidence conditions. For special purposes, the frequency range can be changed by modifying the dimensions of the system.
The test method is intended for: a) determination of the sound absorption coefficient of semi-dense to dense road surfaces (and, if of interest, also the complex acoustical impedance); b) determination of the sound absorption properties of test tracks in accordance with standards such as ISO 10844 and test surfaces defined in national and international type approval regulations for road vehicles and vehicle tyres; c) verification of the compliance of the sound absorption coefficient of a road surface with design specifications or other requirements.
|
Published |
2010-05 |
Edition : 1 |
Number of pages : 20 |
Technical Committee |
17.140.30
Noise emitted by means of transport
;
93.080.20
Road construction materials
|
| ISO 13473-1:1997 |
Characterization of pavement texture by use of surface profiles — Part 1: Determination of Mean Profile Depth |
|
Withdrawn |
1997-09 |
Edition : 1 |
Number of pages : 19 |
Technical Committee |
17.140.30
Noise emitted by means of transport
;
93.080.20
Road construction materials
|
| ISO 13473-1:2019 |
Characterization of pavement texture by use of surface profiles — Part 1: Determination of mean profile depth |
This document describes a test method to determine the average depth of pavement surface macrotexture (see Clause 3) by measuring the profile of a surface and calculating the texture depth from this profile. The technique is designed to provide an average depth value of only the pavement macrotexture and is considered insensitive to pavement microtexture and unevenness characteristics.
The objective of this document is to make available an internationally accepted procedure for determination of pavement surface texture depth which is an alternative to the traditionally used volumetric patch technique (generally using sand or glass beads), giving comparable texture depth values. To this end, this document describes filtering procedures that are designed to give the best possible representation of texture depths determined with the volumetric patch method[13].
Modern profilometers in use are almost entirely of the contactless type (e.g. laser, light slit or light sheet, to mention a few) and this document is primarily intended for this type. However, this does not exclude application of parts of it for other types of profilometers.
This ISO 13473 series has been prepared as a result of a need identified when specifying a test surface for vehicle noise measurement (see ISO 10844:2014[6]). Macrotexture depth measurements according to this document are not generally adequate for specifying test conditions of vehicle or traffic noise measurements, but have limited applications as a supplement in conjunction with other ways of specifying a surfacing.
This test method is suitable for determining the mean profile depth (MPD) of a pavement surface. This MPD can be transformed to a quantity which estimates the macrotexture depth according to the volumetric patch method. It is applicable to field tests as well as laboratory tests on pavement samples. When used in conjunction with other physical tests, the macrotexture depth values derived from this test method are applicable to estimation of pavement skid resistance characteristics (see e.g. Reference [15]), estimation of noise characteristics and assessment of the suitability of paving materials or pavement finishing techniques.
The method, together with other measurements (where applicable), such as porosity or microtexture, can be used to assess the quality of pavements.
This document is adapted for pavement texture measurement and is not intended for other applications. Pavement aggregate particle shape, size and distribution are surface texture features not addressed in this procedure. The method is not meant to provide a complete assessment of pavement surface texture characteristics. In particular, it is known that there are problems in interpreting the result if the method is applied to porous surfaces or to grooved surfaces (see Annex B).
NOTE Other International Standards dealing with surface profiling methods include, for example, References [1], [2] and [3]. Although it is not clearly stated in these, they are mainly used for measuring surface finish (microtexture) of metal surfaces and are not intended to be applied to pavements.
|
Published |
2019-02 |
Edition : 2 |
Number of pages : 43 |
Technical Committee |
17.140.30
Noise emitted by means of transport
;
93.080.20
Road construction materials
|
| ISO 13473-2:2002 |
Characterization of pavement texture by use of surface profiles — Part 2: Terminology and basic requirements related to pavement texture profile analysis |
ISO 13473-2:2002 defines terms, expressions and parameters that are related to the analysis of pavement texture, on roads as well as on airport runways and taxiways. In particular, it defines terms and expressions related to profile representations of texture, which are anticipated to be useful in modelling of pavement characteristics such as tyre/road noise emission, tyre/road friction, tyre rolling resistance and tyre wear. In addition, some brief general information on pavement surface characteristics and their effects is presented.
ISO 13473-2:2002 also contains some basic requirements in connection with the use of the terms, expressions and parameters.
Profile analysis of machined surfaces is not included, since this subject is dealt with in other International Standards, for example ISO 3274, ISO 4287, ISO 4288, ISO 5436-1 and ISO 12085. Profile analysis of road unevenness, which is dealt with in ISO 8608, is also excluded.
|
Published |
2002-09 |
Edition : 1 |
Number of pages : 17 |
Technical Committee |
01.040.93
Civil engineering (Vocabularies)
;
17.140.30
Noise emitted by means of transport
;
93.080.20
Road construction materials
|
| ISO 13473-3:2002 |
Characterization of pavement texture by use of surface profiles — Part 3: Specification and classification of profilometers |
ISO 13473-3:2002 specifies requirements for profilometers used in pavement engineering in order to give meaningful and accurate measurement of micro-, macro- and megatexture characteristics of paved road and airfield surfaces. It also includes schemes for the classification of such profilometers with respect to their use and overall accuracy. The profilometers may be of any operational type.
The scope of ISO 13473-3:2002 does not include profile analysis of machined surfaces. Also excluded from the scope is the profile analysis of road unevenness.
|
Published |
2002-11 |
Edition : 1 |
Number of pages : 12 |
Technical Committee |
17.140.30
Noise emitted by means of transport
;
93.080.20
Road construction materials
|
| ISO/CD 13473-4 |
Characterization of pavement texture by use of surface profiles — Part 4: One third octave band spectral analysis of surface profiles |
|
Under development |
|
Edition : 1 |
|
Technical Committee |
17.140.30
Noise emitted by means of transport
;
93.080.20
Road construction materials
|
| ISO 3183:2012 |
Petroleum and natural gas industries — Steel pipe for pipeline transportation systems |
ISO 3183:2012 specifies requirements for the manufacture of two product specification levels (PSL 1 and PSL 2) of seamless and welded steel pipes for use in pipeline transportation systems in the petroleum and natural gas industries.
ISO 3183:2012 is not applicable to cast pipe.
|
Withdrawn |
2012-11 |
Edition : 3 |
Number of pages : 179 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
77.140.75
Steel pipes and tubes for specific use
|
| ISO/TS 13473-4:2008 |
Characterization of pavement texture by use of surface profiles — Part 4: Spectral analysis of surface profiles |
ISO/TS 13473-4:2008 describes the methods that are available to perform a spectral analysis of pavement surface profile signals. It specifies three possible methods for spatial frequency analysis (or texture wavelength analysis) of two-dimensional surface profiles that describe the pavement roughness amplitude as a function of the distance along a straight or curved trajectory over the pavement. The result of the frequency analysis will be a spatial frequency (or texture wavelength) spectrum in constant-percentage bandwidth bands of octave or one-third-octave bandwidth.
ISO/TS 13473-4:2008 offers three alternative methods to obtain these spectra: 1) analogue constant-percentage bandwidth filtering; 2) digital constant-percentage bandwidth filtering; 3) constant narrow bandwidth frequency analysis by means of Discrete Fourier Transform, followed by a transformation of the narrow-band spectrum to an octave- or one-third-octave-band spectrum.
The objective of ISO/TS 13473-4:2008 is to standardize the spectral characterization of pavement surface profiles. This objective is pursued by providing a detailed description of the analysis methods and related requirements for those who are involved in pavement characterization, but are not familiar with general principles of frequency analysis of random signals. These methods and requirements are generally applicable to all types of random signals.
|
Published |
2008-05 |
Edition : 1 |
Number of pages : 35 |
Technical Committee |
17.140.30
Noise emitted by means of transport
;
93.080.20
Road construction materials
|
| ISO 13473-5:2009 |
Characterization of pavement texture by use of surface profiles — Part 5: Determination of megatexture |
ISO 13473-5:2009 specifies procedures for determining the average depth or level of pavement surface megatexture by measuring the profile curve of a surface and calculating megatexture descriptors from this profile. The technique is designed to give meaningful and accurate measurement and description of pavement megatexture characteristics for various purposes.
Since there is an overlap between megatexture and the surrounding ranges, the megatexture descriptors unavoidably have a certain correlation with corresponding measures in those ranges. ISO 13473-5:2009 specifies measurements and procedures which are in relevant parts compatible with those in ISO 13473-1, ISO 8608 and EN 13036-5.
|
Published |
2009-03 |
Edition : 1 |
Number of pages : 29 |
Technical Committee |
17.140.30
Noise emitted by means of transport
;
93.080.20
Road construction materials
|
| ISO/PAS 13473-6:2021 |
Characterization of pavement texture by use of surface profiles — Part 6: Verification of the performance of laser profilometers used for pavement texture measurements |
This document describes methods for checking laser profilometer performance with respect to the capability of such equipment in measuring pavement texture.
The objective of this document is to make available an internationally accepted procedure by which performance of various laser-based equipment for pavement texture measurements can be evaluated. The document includes guidelines and recommendations intended to assist users of laser profilometers in verification of their equipment. This document is not intended as the basis for qualifying or approving laser profilometers. The procedure aims at providing tools for verifying that such systems perform satisfactory in all respects important for the correct measurements of texture, as well as to detect when and in what way the performance is unsatisfactory. This document also provides some general information about the limitations and trade-offs of laser profilometer systems.
Modern profilometers in use for measurements on pavements are almost entirely of the contactless type (such as laser point or line triangulation) designed for two- or three-dimensional measurements, and this document is intended for evaluating the performance of this type of profilometers. However, some other contactless types of profilometer can use applicable parts of ISO 13473.
This document has been prepared as a result of a need identified to correct for unacceptable differences in results measured by various equipment, even if the operators of these claim that they meet the applicable part of ISO 13473. It is not intended for other applications than pavement texture measurement. To be able to exclude errors influenced by programming mistakes or wrong interpretation of ISO 13473‑1 a reference program code, digital profiles and calculated reference MPD-values can be reached via Annex A. This document is a complement to other parts of ISO 13473 in which some specifications are given but methods to check them are not included.
|
Published |
2021-11 |
Edition : 1 |
Number of pages : 14 |
Technical Committee |
93.080.20
Road construction materials
|
| ISO 15642:2003 |
Road construction and maintenance equipment — Asphalt mixing plants — Terminology and commercial specifications |
ISO 15642:2003 establishes the terminology, gives requirements for specifications, and lists characteristics useful for determining theoretical performances and drafting technical documents for asphalt mixing plants used in the construction and maintenance of motorway, road and airport pavements, and road system and networks.
It does not specify safety conditions, which are covered by specific standards. Equipment relating to quality control of manufactured products is defined by the standards specific to these products.
ISO 15642:2003 is applicable to fixed plants during production time, whether they are transferable or not, which excludes mobile equipment for soil stabilization or retreading.
It is applicable to mixing and/or coating plants for materials treated with hydrocarbon binders for continuous production and for batch production.
|
Published |
2003-05 |
Edition : 1 |
Number of pages : 36 |
Technical Committee |
01.040.93
Civil engineering (Vocabularies)
;
93.080.10
Road construction
;
93.080.20
Road construction materials
|
| ISO 1823-1:1997 |
Rubber hoses and hose assemblies — Part 1: On-shore oil suction and discharge — Specification |
|
Withdrawn |
1997-07 |
Edition : 1 |
Number of pages : 10 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
83.140.40
Hoses
|
| ISO 1823-2:1997 |
Rubber hoses and hose assemblies — Part 2: Ship/dockside discharge — Specification |
|
Withdrawn |
1997-07 |
Edition : 1 |
Number of pages : 9 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
83.140.40
Hoses
|
| ISO 1823:1975 |
Rubber hoses for oil suction and discharge |
|
Withdrawn |
1975-03 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
83.140.40
Hoses
|
| ISO 1823:2015 |
Rubber hose and hose assemblies for oil suction and discharge service — Specification |
ISO 1823:2015 specifies the characteristics of four types of oil suction and discharge hose assemblies used for the conveyance of petroleum, including crude oils and other liquid petroleum products. Each type being divided into three classes depend on the aromatic contents. It is not suitable for liquefied petroleum gas and natural gas.
Hose assemblies to ISO 1823:2015 can be used in the temperature range −20 °C to 80 °C.
The hoses specified are in the range of nominal size 50 to 500 and can be types of smooth bore, rough bore, armoured rough bore, and light weight.
|
Published |
2015-02 |
Edition : 2 |
Number of pages : 22 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
83.140.40
Hoses
|
| ISO 2229:1973 |
Equipment for the petroleum and natural gas industries — Steel pipe flanges, nominal sizes 1/2 to 24 in — Metric dimensions |
|
Withdrawn |
1973-12 |
Edition : 1 |
Number of pages : 54 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
77.140.75
Steel pipes and tubes for specific use
|
| ISO 2703:1973 |
Buried unplasticized polyvinyl chloride (PVC) pipes for the supply of gaseous fuels — Metric series — Specification |
|
Withdrawn |
1973-04 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
83.140.30
Plastics pipes and fittings for non fluid use
|
| ISO 2928:1975 |
Rubber hose for liquefied petroleum gases (LPG) |
|
Withdrawn |
1975-04 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
83.140.40
Hoses
|
| ISO 2928:1986 |
Rubber hoses and hose assemblies for liquefied petroleum gases (LPG) — Bulk transfer applications — Specification |
Specifies the requirements for use with rail tank wagons or road tank vehicles. The hoses are intended to be filled with liquids in a range of temperature from -40 °C to +60 °C and with a maximum pressure of 2 MPa (20 bar). Construction, dimensions and tolerances and the physical requirements of finished hoses are given. Three tables contain the specified data. - Constitutes a technical revision of the first edition (ISO 2928-1975).
|
Withdrawn |
1986-07 |
Edition : 2 |
Number of pages : 2 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
83.140.40
Hoses
|
| ISO 2928:2003 |
Rubber hoses and hose assemblies for liquefied petroleum gas (LPG) in the liquid or gaseous phase and natural gas up to 25 bar (2,5 MPa) — Specification |
ISO 2928:2003 specifies requirements for rubber hoses and rubber hose assemblies used for the transfer of liquefied petroleum gas (LPG) in the liquid or gaseous phase and natural gas and designed for use at working pressures ranging from vacuum to a maximum of 25 bar (2,5 MPa) within the temperature range -30 °C to +70 °C or, for low-temperature hoses (designated -LT), within the temperature range -50 °C to +70 °C.
|
Withdrawn |
2003-08 |
Edition : 3 |
Number of pages : 12 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
83.140.40
Hoses
|
| ISO 2928:2021 |
Rubber hoses and hose assemblies for liquefied petroleum gas (LPG) in the liquid or gaseous phase and natural gas up to 2,5 MPa (25 bar) — Specification |
This document specifies requirements for rubber hoses and rubber hose assemblies used for the transfer of liquefied petroleum gas (LPG) in the liquid or gaseous phase and natural gas and designed for use at working pressures ranging from vacuum to a maximum of 2,5 MPa (25 bar) within the temperature range −30 °C to +70 °C or, for low-temperature hoses (designated -LT), within the temperature range −50 °C to +70 °C.
|
Published |
2021-01 |
Edition : 4 |
Number of pages : 12 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
83.140.40
Hoses
|
| ISO 2929:1975 |
Rubber hose for fuel truck delivery |
|
Withdrawn |
1975-05 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
83.140.40
Hoses
|
| ISO 2929:1991 |
Rubber hoses for bulk fuel truck delivery — Specification |
|
Withdrawn |
1991-06 |
Edition : 2 |
Number of pages : 3 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
83.140.40
Hoses
|
| ISO 3183:2012/Amd 1:2017 |
Petroleum and natural gas industries — Steel pipe for pipeline transportation systems
— Amendment 1 |
|
Withdrawn |
2017-11 |
Edition : 3 |
Number of pages : 16 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
77.140.75
Steel pipes and tubes for specific use
|
| ISO/DIS 4437-3 |
Plastics piping systems for the supply of gaseous fuels — Polyethylene (PE) — Part 3: Fittings |
|
Under development |
|
Edition : 2 |
Number of pages : 31 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
83.140.30
Plastics pipes and fittings for non fluid use
|
| ISO 2929:2002 |
Rubber hoses and hose assemblies for bulk fuel delivery by truck — Specification |
ISO 2929:2002 specifies the requirements for two groups of rubber hoses and rubber hose assemblies for loading and discharge of liquid hydrocarbon fuels with a maximum working pressure of 10 bar (1,0 MPa).
Both groups of hoses are designed for:
use with hydrocarbon fuels having an aromatic-hydrocarbon content not exceeding 50 % by volume and containing up to 15 % of oxygenated compounds;operation within the temperature range of -30 °C to +70 °C, undamaged by climatic conditions of -50 °C to +70 °C when stored in static conditions.
ISO 2929:2002 is not applicable to hoses and hose assemblies for LPG systems, aviation fuel systems, fuel station systems or marine applications.
|
Withdrawn |
2002-10 |
Edition : 3 |
Number of pages : 14 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
83.140.40
Hoses
|
| ISO 2929:2014 |
Rubber hoses and hose assemblies for bulk fuel delivery by truck — Specification |
ISO 2929:2014 specifies the requirements for two groups of rubber hoses and rubber hose assemblies for loading and discharge of liquid hydrocarbon fuels with a maximum working pressure of 10 bar (1,0 MPa).
Both groups of hoses are designed for:
a) use with hydrocarbon fuels having an aromatic-hydrocarbon content not exceeding 50 % by volume and containing up to 15 % of oxygenated compounds;
b) operation within the temperature range of − 30 °C to + 70 °C, undamaged by climatic conditions of − 50 °C to + 70 °C when stored in static conditions.
|
Withdrawn |
2014-03 |
Edition : 4 |
Number of pages : 15 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
83.140.40
Hoses
|
| ISO 2929:2021 |
Rubber hoses and hose assemblies for bulk fuel delivery by truck — Specification |
This document specifies the requirements for two groups of rubber hoses and rubber hose assemblies for loading and discharge of liquid hydrocarbon fuels with a maximum working pressure of 1,0 MPa (10 bar).
Both groups of hoses are designed for
a) use with hydrocarbon fuels having an aromatic-hydrocarbon content not exceeding 50 % by volume and containing up to 15 % of oxygenated compounds, and
b) operation within the temperature range of −30 °C to +70 °C, undamaged by climatic conditions of −50 °C to +70 °C when stored in static conditions.
NOTE Hoses for use at temperatures lower than −30 °C can be the subject of discussion between manufacturer and end user.
This document is not applicable to hoses and hose assemblies for LPG systems, aviation fuel systems, fuel station systems or marine applications.
|
Published |
2021-09 |
Edition : 5 |
Number of pages : 14 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
83.140.40
Hoses
|
| ISO 3183-1:1996 |
Petroleum and natural gas industries — Steel pipe for pipelines — Technical delivery conditions — Part 1: Pipes of requirement class A |
|
Withdrawn |
1996-10 |
Edition : 1 |
Number of pages : 111 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
77.140.75
Steel pipes and tubes for specific use
|
| ISO 3183-2:1996 |
Petroleum and natural gas industries — Steel pipe for pipelines — Technical delivery conditions — Part 2: Pipes of requirements class B |
Specifies the technical delivery conditions for unalloyed and alloyed seamless and welded steel pipes. Includes quality and testing requirements. Applies for pipes which are normally used for the transmission of combustible fluids. Does not apply for cast steel pipes. Replaces the first edition.
|
Withdrawn |
1996-03 |
Edition : 1 |
Number of pages : 48 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
77.140.75
Steel pipes and tubes for specific use
|
| ISO 3183-3:1999 |
Petroleum and natural gas industries — Steel pipe for pipelines — Technical delivery conditions — Part 3: Pipes of requirement class C |
|
Withdrawn |
1999-04 |
Edition : 1 |
Number of pages : 54 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
77.140.75
Steel pipes and tubes for specific use
|
| ISO 3183-3:1999/Cor 1:2000 |
Petroleum and natural gas industries — Steel pipe for pipelines — Technical delivery conditions — Part 3: Pipes of requirement class C — Technical Corrigendum 1 |
|
Withdrawn |
2000-03 |
Edition : 1 |
|
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
77.140.75
Steel pipes and tubes for specific use
|
| ISO 3183:1980 |
Oil and natural gas industries — Steel line pipe |
|
Withdrawn |
1980-09 |
Edition : 1 |
Number of pages : 40 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
77.140.75
Steel pipes and tubes for specific use
|
| ISO 3183:2007 |
Petroleum and natural gas industries — Steel pipe for pipeline transportation systems |
ISO 3183:2007 specifies requirements for the manufacture of two product specification levels (PSL 1 and PSL 2) of seamless and welded steel pipes for use in pipeline transportation systems in the petroleum and natural gas industries.
ISO 3183:2007 is not applicable to cast pipe.
|
Withdrawn |
2007-03 |
Edition : 2 |
Number of pages : 143 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
77.140.75
Steel pipes and tubes for specific use
|
| ISO 3183:2019 |
Petroleum and natural gas industries — Steel pipe for pipeline transportation systems |
This document specifies requirements for the manufacture of two product specification levels (PSL 1 and PSL 2) of seamless and welded steel pipes for use in pipeline transportation systems in the petroleum and natural gas industries.
This document supplements API Spec 5L, 46th edition (2018), the requirements of which are applicable with the exceptions specified in this document.
This document is not applicable to cast pipe.
|
Published |
2019-10 |
Edition : 4 |
Number of pages : 23 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
77.140.75
Steel pipes and tubes for specific use
|
| ISO/DIS 3845 |
Oil and gas industries including lower carbon energy — Full ring ovalization test method for the evaluation of the cracking resistance of steel line pipe in sour service |
|
Under development |
|
Edition : 1 |
Number of pages : 54 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
|
| ISO 4437-1:2014 |
Plastics piping systems for the supply of gaseous fuels - Polyethylene (PE) — Part 1: General |
ISO 4437-1:2014 specifies the general properties of polyethylene (PE) compounds for the manufacture of pipes and fittings intended to be used for the supply of gaseous fuels.
It also specifies the test parameters for the test methods referred to in this International Standard.
In conjunction with ISO 4437-2, ISO 4437-3, ISO 4437-4, and ISO 4437-5, it is applicable to PE pipes, fittings and valves, their joints, and joints with components of PE and other materials intended to be used under the following conditions: the maximum operating pressure (MOP) is based on the design stress determined from the compound minimum required strength (MRS) divided by the C factor, and taking into account rapid crack propagation (RCP) requirements; and a temperature of 20 °C is taken as reference temperature for the design basis.
|
Published |
2014-01 |
Edition : 1 |
Number of pages : 14 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
83.140.30
Plastics pipes and fittings for non fluid use
|
| ISO/DIS 4437-1 |
Plastics piping systems for the supply of gaseous fuels — Polyethylene (PE) — Part 1: General |
|
Under development |
|
Edition : 2 |
Number of pages : 20 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
83.140.30
Plastics pipes and fittings for non fluid use
|
| ISO 4437-2:2014 |
Plastics piping systems for the supply of gaseous fuels - Polyethylene (PE) — Part 2: Pipes |
ISO 4437-2:2014 specifies the characteristics of pipes made from polyethylene (PE) for piping systems in the field of the supply of gaseous fuels.
It also specifies the test parameters for the test methods referred to in this International Standard.
In conjunction with part of ISO 4437-1, ISO 4437-3, ISO 4437-4, and ISO 4437-5, it is applicable to PE pipes, fittings and valves, their joints, and joints with components of PE and other materials intended to be used under the following conditions: the maximum operating pressure (MOP) is based on the design stress determined from the compound minimum required strength (MRS) divided by the C factor, and taking into account rapid crack propagation (RCP) requirements; and a temperature of 20 °C is taken as reference temperature for the design basis.
ISO 4437-2:2014 covers three types of pipes: PE pipes (outside diameter dn) including any identification stripes; PE pipes with co-extruded layers on either or both the outside and/or inside of the pipe (total outside diameter dn), where all PE layers have the same MRS rating; and PE pipes (outside diameter dn) with a peelable and contiguous thermoplastics additional layer on the outside (coated pipe).
|
Published |
2014-01 |
Edition : 1 |
Number of pages : 17 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
83.140.30
Plastics pipes and fittings for non fluid use
|
| ISO/DIS 4437-2 |
Plastics piping systems for the supply of gaseous fuels — Polyethylene (PE) — Part 2: Pipes |
|
Under development |
|
Edition : 2 |
Number of pages : 19 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
83.140.30
Plastics pipes and fittings for non fluid use
|
| ISO 4437-3:2014 |
Plastics piping systems for the supply of gaseous fuels — Polyethylene (PE) — Part 3: Fittings |
ISO 4437-3:2014 specifies the characteristics of fusion fittings made from polyethylene (PE) as well as of mechanical fittings for piping systems in the field of the supply of gaseous fuels.
It also specifies the test parameters for the test methods referred to in this part of ISO 4437.
In conjunction with ISO 4437‑1, ISO 4437‑2, ISO 4437‑4, and ISO 4437‑5, it is applicable to PE pipes, fittings and valves, their joints, and joints with components of PE and other materials intended to be used under the following conditions: the maximum operating pressure (MOP) is based on the design stress, determined from the compound minimum required strength (MRS) divided by the C factor, and taking into account rapid crack propagation (RCP) requirements; and a temperature of 20 °C is taken as reference temperature for the design basis.
ISO 4437-3:2014 is applicable for fittings of the following types: electrofusion socket fittings; electrofusion saddle fittings; spigot end fittings (for butt fusion using heated tools and electrofusion socket fusion); socket fusion fittings; and mechanical fittings.
|
Published |
2014-01 |
Edition : 1 |
Number of pages : 31 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
83.140.30
Plastics pipes and fittings for non fluid use
|
| ISO 9982:1998 |
Belt drives — Pulleys and V-ribbed belts for industrial applications — PH, PJ, PK, PL and PM profiles: dimensions |
|
Withdrawn |
1998-06 |
Edition : 2 |
Number of pages : 11 |
Technical Committee |
21.220.10
Belt drives and their components
|
| ISO 4437-4:2015 |
Plastics piping systems for the supply of gaseous fuels — Polyethylene (PE) — Part 4: Valves |
ISO 4437-4:2015 specifies the characteristics of valves made from polyethylene (PE) for piping systems in the field of the supply of gaseous fuels.
It also specifies the test parameters for the test methods referred to in this part of ISO 4437.
|
Withdrawn |
2015-04 |
Edition : 1 |
Number of pages : 16 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
83.140.30
Plastics pipes and fittings for non fluid use
|
| ISO 4437-4:2022 |
Plastics piping systems for the supply of gaseous fuels — Polyethylene (PE) — Part 4: Valves |
This document specifies the characteristics of valves made from polyethylene (PE) for piping systems in the field of the supply of gaseous fuels.
It is applicable to unidirectional and bi-directional isolating valves with spigot ends or electrofusion sockets intended to be fused with PE pipes or fittings conforming to ISO 4437−2 and ISO 4437‑3 respectively.
Valves made from materials other than PE, designed for the supply of gaseous fuels conforming to the relevant standards can be used in PE piping systems according to ISO 4437 series, provided that they have PE connections for butt fusion or electrofusion ends, including integrated material transition joints, conforming to ISO 4437-3.
It also specifies the test parameters for the test methods referred to in this document.
In conjunction with parts 1, 2, 3 and 5 of the ISO 4437 series, this document is applicable to PE valves, their joints and to joints with components of PE and other materials intended to be used under the following conditions:
a) a maximum operating pressure (MOP) up to and including 10 bar[1] at a reference temperature of 20 °C for design purposes;
NOTE 1 For the purpose of this document and the references to ISO 8233, MOP is considered to be nominal pressure.
b) an operating temperature between −20 °C to 40 °C.
NOTE 2 For operating temperatures between 20 °C and 40 °C, derating coefficients are defined in ISO 4437‑5.
This document covers valve bodies designed for connection with pipes with a nominal outside diameter dn ≤ 400 mm.
[1] 1 bar = 0,1 MPa =105 Pa; 1 MPa = 1 N/mm2.
|
Published |
2022-11 |
Edition : 2 |
Number of pages : 21 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
83.140.30
Plastics pipes and fittings for non fluid use
|
| ISO 4437-5:2014 |
Plastics piping systems for the supply of gaseous fuels - Polyethylene (PE) — Part 5: Fitness for purpose of the system |
ISO 4437-5:2014 specifies the requirements of fitness for purpose of the polyethylene (PE) piping system to be used for the supply of gaseous fuels.
It specifies the definitions of electrofusion, socket fusion, butt fusion, and mechanical joints.
It specifies the method of preparation of test piece joints and the tests to be carried out on these joints for assessing the fitness for purpose of the system under normal and extreme conditions.
It specifies the test parameters for the test methods referred to in this part of ISO 4437.
In conjunction with ISO 4437‑1, ISO 4437‑2, ISO 4437‑3, and ISO 4437‑4, it is applicable to PE pipes, fittings, valves, their joints, and joints with components of PE and other materials intended to be used under the following conditions: the maximum operating pressure (MOP) is based on the design stress, determined from the compound minimum required strength (MRS) divided by the C factor, and taking into account rapid crack propagation (RCP) requirements; and a temperature of 20 °C is taken as reference temperature for the design basis.
|
Published |
2014-01 |
Edition : 1 |
Number of pages : 11 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
83.140.30
Plastics pipes and fittings for non fluid use
|
| ISO/DIS 4437-5 |
Plastics piping systems for the supply of gaseous fuels — Polyethylene (PE) — Part 5: Fitness for purpose of the system |
|
Under development |
|
Edition : 2 |
Number of pages : 11 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
83.140.30
Plastics pipes and fittings for non fluid use
|
| ISO 4437:1988 |
Buried polyethylene (PE) pipes for the supply of gaseous fuels — Metric series — Specification |
|
Withdrawn |
1988-01 |
Edition : 1 |
Number of pages : 8 |
Technical Committee |
75.200
Petroleum products and natural gas handling equipment
;
83.140.30
Plastics pipes and fittings for non fluid use
|