| Name |
Description |
Abstract |
Status |
Publication date |
Edition |
Number of pages |
Technical committee |
ICS |
| ISO 13229:2010 |
Thermoplastics piping systems for non-pressure applications — Unplasticized poly(vinyl chloride) (PVC-U) pipes and fittings — Determination of the viscosity number and K-value |
ISO 13229:2010 specifies a method for the determination of the viscosity number (also known as reduced viscosity) and K-value of an unplasticized poly(vinyl chloride) (PVC) resin derived from a pipe, fitting or compound.
In ISO 13229:2010, only the method for isolation (or separation) of the PVC resin is detailed.
|
Published |
2010-03 |
Edition : 1 |
Number of pages : 5 |
Technical Committee |
23.040.20
Plastics pipes
;
91.140.80
Drainage systems
|
| ISO 13254:2010 |
Thermoplastics piping systems for non-pressure applications — Test method for watertightness |
ISO 13254:2010 specifies a test method for watertightness of thermoplastics products fabricated from more than one piece for non-pressure applications, and joints of thermoplastics piping systems for non-pressure applications.
|
Published |
2010-05 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
23.040.20
Plastics pipes
;
91.140.80
Drainage systems
|
| ISO 13255:2010 |
Thermoplastics piping systems for soil and waste discharge inside buildings — Test method for airtightness of joints |
ISO 13255:2010 specifies a method for testing the airtightness of joints of thermoplastics piping systems for soil and waste discharge inside buildings.
|
Published |
2010-05 |
Edition : 1 |
Number of pages : 4 |
Technical Committee |
23.040.20
Plastics pipes
;
91.140.80
Drainage systems
|
| ISO 13257:2010 |
Thermoplastics piping systems for non-pressure applications — Test method for resistance to elevated temperature cycling |
ISO 13257:2010 specifies a method for testing the resistance of thermoplastics piping systems for soil and waste discharge inside buildings, application area "B", or buried in the ground within the building structure, application areas "BD" or "UD", to 1 500 cycles of elevated temperature cycling.
|
Withdrawn |
2010-06 |
Edition : 1 |
Number of pages : 7 |
Technical Committee |
23.040.20
Plastics pipes
;
91.140.80
Drainage systems
|
| ISO 13257:2018 |
Thermoplastics piping systems for non-pressure applications — Test method for resistance to elevated temperature cycling |
This document specifies a test method for determining the resistance to elevated temperature cycling of thermoplastics piping systems for non‑pressure applications, inside buildings or buried in the ground within the building structure.
This document is applicable to piping systems with components of nominal outside diameters up to and including 200 mm.
Although limited to nominal outside diameters up to and including 200 mm, the test results may be extrapolated to products of larger nominal outside diameters from the same range.
|
Published |
2018-11 |
Edition : 2 |
Number of pages : 10 |
Technical Committee |
23.040.20
Plastics pipes
;
91.140.80
Drainage systems
|
| ISO 13259:2010 |
Thermoplastics piping systems for underground non-pressure applications — Test method for leaktightness of elastomeric sealing ring type joints |
ISO 13259:2010 specifies three basic test pressures for determining the leaktightness of elastomeric sealing ring type joints for buried thermoplastics non-pressure piping systems. It also describes four conditions under which the test can be executed.
|
Withdrawn |
2010-05 |
Edition : 1 |
Number of pages : 8 |
Technical Committee |
23.040.20
Plastics pipes
;
91.140.80
Drainage systems
|
| ISO 13264:2010 |
Thermoplastics piping systems for non-pressure underground drainage and sewerage — Thermoplastics fittings — Test method for mechanical strength or flexibility of fabricated fittings |
ISO 13264:2010 specifies a method for testing the mechanical strength or flexibility of a fabricated thermoplastic fitting intended to be used in non-pressure underground applications.
|
Published |
2010-06 |
Edition : 1 |
Number of pages : 6 |
Technical Committee |
93.030
External sewage systems
;
23.040.20
Plastics pipes
;
23.040.45
Plastics fittings
;
91.140.80
Drainage systems
|
| ISO 13259:2018 |
Thermoplastics piping systems for underground non-pressure applications — Test method for leaktightness of elastomeric sealing ring type joints |
This document specifies a test method for determining the leak tightness of elastomeric sealing ring type joints for buried thermoplastics non-pressure piping systems.
Unless otherwise specified in the referring standard, the tests are carried out at the following basic test pressures:
— p1: internal negative air pressure (partial vacuum);
— p2: a low internal hydrostatic pressure;
— p3: a higher internal hydrostatic pressure.
It also describes the following four test conditions under which the tests are performed:
a) Condition A: without any additional diametric or angular deflection;
b) Condition B: with diametric deflection;
c) Condition C: with angular deflection;
d) Condition D: with simultaneous angular and diametric deflection.
The applicable selection of the test pressure(s) and the test condition(s) is specified in the referring standard
|
Withdrawn |
2018-04 |
Edition : 2 |
Number of pages : 10 |
Technical Committee |
23.040.20
Plastics pipes
;
91.140.80
Drainage systems
|
| ISO 13259:2020 |
Thermoplastics piping systems for underground non-pressure applications — Test method for leaktightness of elastomeric sealing ring type joints |
This document specifies a test method for determining the leaktightness of elastomeric sealing ring type joints for buried thermoplastics non-pressure piping systems.
Unless otherwise specified in the referring standard, the tests are carried out at the following basic test pressures:
— p1: internal negative air pressure (partial vacuum);
— p2: a low internal hydrostatic pressure;
— p3: a higher internal hydrostatic pressure.
It also describes the following four test conditions under which the tests are performed:
a) Condition A: without any additional diametric or angular deflection;
b) Condition B: with diametric deflection;
c) Condition C: with angular deflection;
d) Condition D: with simultaneous angular and diametric deflection.
The applicable selection of the test pressure(s) and the test condition(s) is/are specified in the referring standard.
|
Published |
2020-07 |
Edition : 3 |
Number of pages : 10 |
Technical Committee |
23.040.20
Plastics pipes
;
91.140.80
Drainage systems
|
| ISO 13260:2010 |
Thermoplastics piping systems for non-pressure underground drainage and sewerage — Test method for resistance to combined temperature cycling and external loading |
ISO 13260:2010 specifies two methods for testing pipes and fittings or joints for plastics piping systems intended for use in underground drainage and sewerage systems for their resistance to deformation and leakage, when subjected to sustained external loading in conjunction with the passage of hot water.
|
Published |
2010-06 |
Edition : 1 |
Number of pages : 12 |
Technical Committee |
93.030
External sewage systems
;
23.040.20
Plastics pipes
;
23.040.45
Plastics fittings
;
91.140.80
Drainage systems
|
| ISO 13260:2010/Amd 1:2017 |
Thermoplastics piping systems for non-pressure underground drainage and sewerage — Test method for resistance to combined temperature cycling and external loading — Amendment 1 |
|
Published |
2017-08 |
Edition : 1 |
Number of pages : 1 |
Technical Committee |
93.030
External sewage systems
;
23.040.20
Plastics pipes
;
23.040.45
Plastics fittings
;
91.140.80
Drainage systems
|
| ISO 13262:2010 |
Thermoplastics piping systems for non-pressure underground drainage and sewerage — Thermoplastics spirally-formed structured-wall pipes — Determination of the tensile strength of a seam |
ISO 13262:2010 specifies a method for determining the tensile strength of a seam in a spirally-formed thermoplastics pipe. It is applicable to all such thermoplastics pipes, regardless of their intended use
|
Published |
2010-05 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
93.030
External sewage systems
;
23.040.20
Plastics pipes
;
23.040.45
Plastics fittings
;
91.140.80
Drainage systems
|
| ISO 13263:2010 |
Thermoplastics piping systems for non-pressure underground drainage and sewerage — Thermoplastics fittings — Test method for impact strength |
ISO 13263:2010 specifies a method for testing the impact resistance of fittings by dropping them on to a rigid surface. For a fitting with seal-retaining components, such as seal-retaining caps or rings, the method includes assessment of the watertightness of the fittings when the fixing elements show disturbance as a result of the test.
It is applicable to fittings made from thermoplastics materials intended to be used for buried and above-ground applications.
|
Published |
2010-05 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
93.030
External sewage systems
;
23.040.20
Plastics pipes
;
23.040.45
Plastics fittings
;
91.140.80
Drainage systems
|
| ISO 19203:2018 |
Hot-dip galvanized and zinc-aluminium coated high tensile steel wire for bridge cables — Specifications |
This document specifies the requirements for hot-dip galvanized (hereinafter referred to as zinc coated) and zinc-aluminium coated high tensile wires, which are widely used in parallel wire cables or semi-parallel wire cables for suspension bridges, stay bridges and other structures involving the use of parallel wires.
|
Published |
2018-05 |
Edition : 1 |
Number of pages : 13 |
Technical Committee |
93.040
Bridge construction
;
77.140.65
Steel wire, wire ropes and link chains
|
| ISO 13265:2010 |
Thermoplastics piping systems for non-pressure underground drainage and sewerage — Joints for buried non-pressure applications — Test method for the long-term sealing performance of joints with elastomeric seals by estimating the sealing pressure |
ISO 13265:2010 specifies a method for the determination of the long-term sealing pressure of elastomeric seals in assembled joints for buried non-pressure sewerage plastics piping and ducting systems.
|
Published |
2010-05 |
Edition : 1 |
Number of pages : 13 |
Technical Committee |
93.030
External sewage systems
;
23.040.20
Plastics pipes
;
23.040.45
Plastics fittings
;
91.140.80
Drainage systems
|
| ISO/DIS 13265 |
Thermoplastics piping systems for non-pressure underground drainage and sewerage — Joints for buried non-pressure applications — Test method for the long-term sealing performance of joints with elastomeric seals by estimating the sealing pressure |
ISO 13265:2010 specifies a method for the determination of the long-term sealing pressure of elastomeric seals in assembled joints for buried non-pressure sewerage plastics piping and ducting systems.
|
Under development |
|
Edition : 2 |
Number of pages : 13 |
Technical Committee |
93.030
External sewage systems
;
23.040.20
Plastics pipes
;
23.040.45
Plastics fittings
;
91.140.80
Drainage systems
|
| ISO 13266:2010 |
Thermoplastics piping systems for non-pressure underground drainage and sewerage — Thermoplastics shafts or risers for inspection chambers and manholes — Determination of resistance against surface and traffic loading |
ISO 13266:2010 specifies a method of testing the resistance of the upper assembly of inspection chambers and manhole components against surface and traffic loading.
It is not applicable to requirements for testing the cover and frame.
|
Withdrawn |
2010-05 |
Edition : 1 |
Number of pages : 5 |
Technical Committee |
93.030
External sewage systems
;
23.040.20
Plastics pipes
;
23.040.45
Plastics fittings
;
91.140.80
Drainage systems
|
| ISO 13266:2022 |
Thermoplastics piping systems for non-pressure underground drainage and sewerage — Thermoplastics shafts or risers for inspection chambers and manholes — Determination of resistance against surface and traffic loading |
This document specifies a method of testing the resistance of the upper assembly of inspection chambers and manhole components against surface and traffic loading.
It is not applicable to requirements for testing the cover and frame. Those requirements are specified in EN 124-1 or other standards, depending on the material.
NOTE Upper assembly components normally include shafts or risers, cones, telescopic adapters and near surface components.
|
Published |
2022-06 |
Edition : 2 |
Number of pages : 6 |
Technical Committee |
93.030
External sewage systems
;
23.040.20
Plastics pipes
;
23.040.45
Plastics fittings
;
91.140.80
Drainage systems
|
| ISO 13267:2010 |
Thermoplastics piping systems for non-pressure underground drainage and sewerage — Thermoplastics inspection chamber and manhole bases — Test methods for buckling resistance |
ISO 13267:2010 specifies methods of test for the resistance of the base of thermoplastics inspection chambers and manholes to external soil and ground-water pressure after installation.
|
Withdrawn |
2010-05 |
Edition : 1 |
Number of pages : 9 |
Technical Committee |
93.030
External sewage systems
;
23.040.20
Plastics pipes
;
23.040.45
Plastics fittings
;
91.140.80
Drainage systems
|
| ISO 13267:2022 |
Thermoplastics piping systems for non-pressure underground drainage and sewerage — Thermoplastics inspection chamber and manhole bases — Test methods for buckling resistance |
This document specifies methods of test for the resistance of the base of thermoplastics inspection chambers and manholes to external soil and ground-water pressure after installation.
|
Published |
2022-06 |
Edition : 2 |
Number of pages : 11 |
Technical Committee |
93.030
External sewage systems
;
23.040.20
Plastics pipes
;
23.040.45
Plastics fittings
;
91.140.80
Drainage systems
|
| ISO 13268:2010 |
Thermoplastics piping systems for non-pressure underground drainage and sewerage — Thermoplastics shafts or risers for inspection chambers and manholes — Determination of ring stiffness |
ISO 13268:2010 specifies a test method for assessing the initial (short-term) tangential ring stiffness of riser shafts for thermoplastics inspection chambers or manholes.
|
Withdrawn |
2010-06 |
Edition : 1 |
Number of pages : 9 |
Technical Committee |
93.030
External sewage systems
;
23.040.20
Plastics pipes
;
23.040.45
Plastics fittings
;
91.140.80
Drainage systems
|
| ISO 13268:2022 |
Thermoplastics piping systems for non-pressure underground drainage and sewerage — Thermoplastics shafts or risers for inspection chambers and manholes — Determination of ring stiffness |
This document specifies a test method for assessing the initial (short-term) tangential ring stiffness of riser shafts for thermoplastics inspection chambers or manholes.
|
Published |
2022-06 |
Edition : 2 |
Number of pages : 9 |
Technical Committee |
93.030
External sewage systems
;
23.040.20
Plastics pipes
;
23.040.45
Plastics fittings
;
91.140.80
Drainage systems
|
| ISO 13272:2011 |
Plastics piping systems for non-pressure underground drainage and sewerage — Unplasticized poly(vinyl chloride) (PVC-U), polypropylene (PP), polypropylene with mineral modifiers (PP-MD) and polyethylene (PE) — Specifications for manholes and inspection chambers in traffic areas and underground installations |
ISO 13272:2011 specifies the definitions and requirements for buried manholes and inspection chambers (circular or non-circular) installed to a maximum depth of 6 m from ground level to the invert of the main chamber and manufactured from unplasticized poly(vinyl chloride) (PVC-U), polypropylene (PP), polypropylene with mineral modifiers (PP-MD) or polyethylene (PE). These products are intended for use in traffic areas and underground installations conforming to the general requirements given in EN 476 and are used outside the building structure (application area code "U"). They are therefore marked accordingly with a "U".
ISO 13272:2011 is only applicable to those chamber/manhole items where the manufacturer has clearly stated in the documentation how the components shall be assembled to create a complete manhole or inspection chamber.
The inspection chambers covered by ISO 13272:2011 comprise the following:
inspection chambers providing access to the drainage or sewerage system by means of inspection and cleaning equipment;
chambers designated as manholes providing man access to the drainage or sewerage system.
|
Published |
2011-10 |
Edition : 1 |
Number of pages : 20 |
Technical Committee |
93.030
External sewage systems
;
23.040.20
Plastics pipes
;
23.040.45
Plastics fittings
;
91.140.80
Drainage systems
|
| ISO 16611:2017 |
Plastics piping systems for drainage and sewerage without pressure — Non-circular pipes and joints made of glass-reinforced thermosetting plastics (GRP) based on unsaturated polyester resins (UP) — Dimensions, requirements and tests |
ISO 16611:2017 specifies the required properties of the piping system and its components made from glass-reinforced thermosetting plastics (GRP) based on unsaturated polyester resin (UP) intended to be used for drainage or sewerage without pressure including culverts.
It is the responsibility of the purchaser or specifier to make the appropriate selections taking into account their particular requirements and any relevant national regulations and installation practices or codes.
ISO 16611:2017 is applicable to non-circular GRP-UP pipes, with flexible or rigid joints, primarily intended for use in buried installations but may also be used to reline existing non-circular pipe lines.
NOTE 1 GRP-UP includes pipes with vinyl ester liners or made entirely from vinyl ester.
NOTE 2 Piping systems conforming to ISO 16611:2017 can be used also for non-buried applications provided the influence of the environment, e.g. from UV-radiation, and the supports are considered in the design of the pipes, fittings and joints.
ISO 16611:2017 is applicable to pipes, fittings and their joints of nominal sizes from DN 150 to DN 4000, which are intended to be used for the conveyance of surface water or sewage at temperatures up to 50 °C.
|
Published |
2017-06 |
Edition : 1 |
Number of pages : 25 |
Technical Committee |
93.030
External sewage systems
;
23.040.20
Plastics pipes
;
23.040.45
Plastics fittings
;
91.140.80
Drainage systems
|
| ISO 18672-1:2009 |
Plastics piping systems for non-pressure drainage and sewerage — Polyester resin concrete (PRC) — Part 1: Pipes and fittings with flexible joints |
ISO 18672-1:2009 specifies definitions, requirements and characteristics of pipes, fittings, joints, materials, test methods and marking for pipes and fittings made from polyester resin concrete (PRC), intended to be used within a drain or sewer system operating without pressure. It applies to products for use in buried installations to be installed by open-trench techniques or pipe jacking.
It applies to pipes, fittings and their joints of nominal sizes from DN 150 to DN 3000 for circular cross-sections, from WN/HN 300/450 to WN/HN 1400/2100 for egg-shaped cross-sections and from DN 800 to DN 1800 for kite-shaped cross-sections.
|
Published |
2009-06 |
Edition : 1 |
Number of pages : 68 |
Technical Committee |
93.030
External sewage systems
;
23.040.20
Plastics pipes
;
23.040.45
Plastics fittings
;
91.140.80
Drainage systems
|
| ISO 19220:2004 |
Plastics piping systems for soil and waste discharge (low and high temperature) inside buildings — Styrene copolymer blends (SAN + PVC) |
ISO 19220:2004 specifies the requirements for solid-wall styrene copolymer blend (SAN + PVC) pipes and fittings for soil and waste discharge (low and high temperature) above ground inside buildings, as well as the system itself. It does not include buried pipework.
It is applicable to pipes and fittings designed for jointing by means of elastomeric sealing rings, solvent cementing or integral dual-purpose sockets, i.e. for elastomeric ring seal joints and/or for solvent cement joints.
|
Withdrawn |
2004-09 |
Edition : 1 |
Number of pages : 32 |
Technical Committee |
23.040.20
Plastics pipes
;
91.140.80
Drainage systems
|
| ISO 19427:2019 |
Steel wire ropes — Pre-fabricated parallel wire strands for suspension bridge main cable — Specifications |
This document specifies the production methods, specifications, requirements, test methods, inspection rules, marks, packing, transportation and storage for pre-fabricated parallel wire strand (PPWS), which are made of hot-dip galvanized or zinc-aluminium coated high tensile steel wires described in ISO 19203.
|
Published |
2019-01 |
Edition : 1 |
Number of pages : 14 |
Technical Committee |
93.040
Bridge construction
;
77.140.65
Steel wire, wire ropes and link chains
|
| ISO 19220:2021 |
Plastics piping systems for soil and waste discharge (low and high temperature) inside buildings — Styrene copolymer blends (SAN + PVC) |
This document specifies the requirements for solid-wall styrene copolymer blend (SAN + PVC) pipes and fittings for soil and waste discharge (low and high temperature) above ground inside buildings, and for the system itself. It does not include buried pipework.
It also specifies the test parameters for the test methods referred to within this document.
This document is applicable to SAN + PVC pipes and fittings, as well as assemblies of such pipes and fittings, intended to be used for the following purposes:
a) soil and waste discharge pipework for the conveyance of domestic waste waters (low and high temperature);
b) ventilation pipework associated with a);
c) rainwater pipework inside the building.
This document is applicable to pipes and fittings designed for jointing by means of elastomeric sealing rings, solvent cementing or integral dual-purpose sockets, i.e. for elastomeric ring seal joints and/or for solvent cement joints.
|
Published |
2021-07 |
Edition : 2 |
Number of pages : 30 |
Technical Committee |
23.040.20
Plastics pipes
;
91.140.80
Drainage systems
|
| ISO 21138-1:2007 |
Plastics piping systems for non-pressure underground drainage and sewerage — Structured-wall piping systems of unplasticized poly(vinyl chloride) (PVC-U), polypropylene (PP) and polyethylene (PE) — Part 1: Material specifications and performance criteria for pipes, fittings and system |
ISO 21138-1:2007 specifies the definitions and requirements for pipes, fittings and the system based on unplasticized poly(vinyl chloride) (PVC-U), polypropylene (PP) and polyethylene (PE) structured-wall piping systems in the field of non-pressure underground systems for underground drainage and sewerage.
ISO 21138-1:2007 specifically refers to PVC, PP and PE materials.
ISO 21138-1:2007 covers a range of pipe and fitting sizes, materials, pipe constructions, nominal ring stiffnesses, and gives recommendations concerning colours.
In conjunction with ISO 21138-2 and ISO 21138-3, it is applicable to PVC-U, PP and PE structured-wall pipes and fittings, to their joints and to joints with components of other plastics and non-plastics materials intended to be used for buried piping systems for the transport of drainage and sewerage.
ISO 21138-1:2007 is applicable to PVC-U, PP and PE structured-wall pipes and fittings with or without an integral socket with elastomeric ring seal joints as well as welded and fused joints.
For dimensions larger than DN/OD 1200 or DN/ID 1200, ISO 21138-1:2007 can serve as a general guide regarding appearance, colour, physical and mechanical characteristics as well as performance requirements.
|
Withdrawn |
2007-10 |
Edition : 1 |
Number of pages : 18 |
Technical Committee |
93.030
External sewage systems
;
23.040.20
Plastics pipes
;
23.040.45
Plastics fittings
;
91.140.80
Drainage systems
|
| ISO 21138-1:2020 |
Plastics piping systems for non-pressure underground drainage and sewerage — Structured-wall piping systems of unplasticized poly(vinyl chloride) (PVC-U), polypropylene (PP) and polyethylene (PE) — Part 1: Material specification and performance criteria for pipes, fittings and systems |
This document, together with ISO 21138‑2 and ISO 21138‑3, specifies the definitions and requirements for pipes, fittings and systems based on unplasticized poly(vinyl chloride) (PVC-U), polypropylene (PP) and polyethylene (PE) structured-wall piping systems intended to be used in non-pressure underground drainage and sewerage applications.
NOTE 1 Pipes, fittings and the system complying with this document can also be used for highway drainage and surface water.
This document covers a range of pipe and fitting sizes, materials, pipe constructions, nominal ring stiffnesses, and gives recommendations concerning colours.
NOTE 2 It is the responsibility of the purchaser or specifier to make the appropriate selections from these aspects, taking into account their particular requirements and installation practices or codes.
In conjunction with ISO 21138‑2 and ISO 21138‑3, this document is applicable to structured-wall pipes and fittings, to their joints and to joints with components of other plastics and non-plastics materials.
It is applicable to structured-wall pipes and fittings with or without an integral socket with elastomeric ring seal joints as well as welded and fused joints.
NOTE 3 Pipes, fittings and other components conforming to any plastics product standards referred to in the Bibliography can be used with pipes and fittings conforming to this document when they conform to the requirements for joint dimensions given in ISO 21138-2 and ISO 21138-3 and to the performance requirements given in Clause 9.
NOTE 4 For dimensions larger than DN/OD 1200 or DN/ID 1200, this document can serve as a general guideline regarding appearance, colour, physical and mechanical characteristics as well as performance requirements.
|
Published |
2020-01 |
Edition : 2 |
Number of pages : 17 |
Technical Committee |
93.030
External sewage systems
;
23.040.20
Plastics pipes
;
23.040.45
Plastics fittings
;
91.140.80
Drainage systems
|
| ISO 21138-2:2007 |
Plastics piping systems for non-pressure underground drainage and sewerage — Structured-wall piping systems of unplasticized poly(vinyl chloride) (PVC-U), polypropylene (PP) and polyethylene (PE) — Part 2: Pipes and fittings with smooth external surface, Type A |
ISO 21138-2:2007, together with ISO 21138-1, specifies the definitions and requirements for pipes with a smooth external surface (Type A), fittings and systems based on unplasticized poly(vinyl chloride) (PVC-U), polypropylene (PP) and polyethylene (PE) structured-wall piping in the field of non-pressure systems for underground drainage and sewerage.
ISO 21138-2:2007 specifically refers to PVC, PP and PE materials
ISO 21138-2:2007 specifies test methods and test parameters.
ISO 21138-2:2007 covers a range of pipe and fitting sizes, materials, pipe constructions, and nominal ring stiffnesses, and gives recommendations concerning colours.
In conjunction with ISO 21138-1, it is applicable to PVC-U, PP and PE structured-wall pipes and fittings, to their joints and to joints with components of other plastics and non-plastics materials intended to be used for buried piping systems for the transport of drainage and sewage.
ISO 21138-2:2007 is applicable to PVC-U, PP and PE structured-wall pipes and fittings with or without an integral socket with elastomeric ring seal joints as well as welded and fused joints.
|
Withdrawn |
2007-10 |
Edition : 1 |
Number of pages : 41 |
Technical Committee |
93.030
External sewage systems
;
23.040.20
Plastics pipes
;
23.040.45
Plastics fittings
;
91.140.80
Drainage systems
|
| ISO 21725-1:2021 |
Simplified design of prestressed concrete bridges — Part 1: I-girder bridges |
This document provides information to perform the design of the prestressed concrete I-girder bridge for road that complies with the limitations established in 6.1. The rules of design set forth in this document are simplifications of more elaborate requirements.
Designs and details for new road bridges address structural integrity by considering the following:
— the use of continuity and redundancy to provide one or more alternate paths;
— structural members and bearing seat widths that are resistant to damage or instability; and
— external protection systems to minimize the effects of reasonably conceived severe loads.
|
Published |
2021-11 |
Edition : 1 |
Number of pages : 93 |
Technical Committee |
93.040
Bridge construction
;
91.080.40
Concrete structures
|
| ISO 21138-2:2020 |
Plastics piping systems for non-pressure underground drainage and sewerage — Structured-wall piping systems of unplasticized poly(vinyl chloride) (PVC-U), polypropylene (PP) and polyethylene (PE) — Part 2: Pipes and fittings with smooth external surface, Type A |
This document, together with ISO 21138-1, specifies the definitions and requirements for pipes with smooth external and internal surfaces (Type A), fittings and systems based on unplasticized poly(vinyl chloride) (PVC-U), polypropylene (PP) and polyethylene (PE) structured-wall piping systems intended to be used in non-pressure underground drainage and sewerage applications.
NOTE 1 Pipes, fittings and the system complying with this document can also be used for highway drainage and surface water.
This document specifies test methods and test parameters.
This document covers a range of pipe and fitting sizes, materials, pipe constructions and nominal ring stiffnesses, and gives recommendations concerning colours.
NOTE 2 It is the responsibility of the purchaser or specifier to make the appropriate selections from these aspects, taking into account their particular requirements and installation practices or codes.
In conjunction with ISO 21138-1, this document is applicable to structured-wall pipes and fittings, to their joints and to joints with components of other plastics and non-plastics materials.
It is applicable to pipes and fittings with or without an integral socket with elastomeric ring seal joints as well as welded and fused joints.
NOTE 3 For dimensions larger than DN/OD 1200, or DN/ID 1200, this document can serve as general guidance regarding appearance, colour, physical and mechanical characteristics as well as performance requirements.
Test methods are not included in this document.
|
Published |
2020-01 |
Edition : 2 |
Number of pages : 39 |
Technical Committee |
93.030
External sewage systems
;
23.040.20
Plastics pipes
;
23.040.45
Plastics fittings
;
91.140.80
Drainage systems
|
| ISO 21138-3:2007 |
Plastics piping systems for non-pressure underground drainage and sewerage — Structured-wall piping systems of unplasticized poly(vinyl chloride) (PVC-U), polypropylene (PP) and polyethylene (PE) — Part 3: Pipes and fittings with non-smooth external surface, Type B |
ISO 21138-3:2007, together with ISO 21138-1, specifies the definitions and requirements for pipes with a non-smooth external surface (Type B), fittings and the system based on unplasticized poly(vinyl chloride) (PVC-U), polypropylene (PP) and polyethylene (PE) structured-wall piping systems in the field of non-pressure systems for underground drainage and sewerage.
ISO 21138-3:2007 specifically refers to PVC, PP and PE materials.
ISO 21138-3:2007 specifies test methods and test parameters.
ISO 21138-3:2007 covers a range of pipe and fitting sizes, materials, pipe constructions and nominal ring stiffnesses, and gives recommendations concerning colours.
In conjunction with ISO 21138-1, it is applicable to PVC-U, PP and PE structured-wall pipes and fittings, to their joints and to joints with components of other plastics and non-plastics materials intended to be used for buried piping systems for the transport of drainage and sewage.
ISO 21138-3:2007 is applicable to PVC-U, PP and PE structured-wall pipes and fittings with or without an integral socket with elastomeric ring seal joints as well as welded and fused joints.
|
Withdrawn |
2007-10 |
Edition : 1 |
Number of pages : 39 |
Technical Committee |
93.030
External sewage systems
;
23.040.20
Plastics pipes
;
23.040.45
Plastics fittings
;
91.140.80
Drainage systems
|
| ISO 21138-3:2020 |
Plastics piping systems for non-pressure underground drainage and sewerage — Structured-wall piping systems of unplasticized poly(vinyl chloride) (PVC-U), polypropylene (PP) and polyethylene (PE) — Part 3: Pipes and fittings with non-smooth external surface, Type B |
This document, together with ISO 21138‑1, specifies the definitions and requirements for pipes with a non-smooth external surface and a smooth internal surface (Type B), fittings and systems based on unplasticized poly(vinyl chloride) (PVC-U), polypropylene (PP) and polyethylene (PE) structured-wall piping systems intended to be used in non-pressure underground drainage and sewerage applications.
NOTE 1 Pipes, fittings and the systems complying with this document can also be used for highway drainage and surface water.
This document specifies test methods and test parameters.
This document covers a range of pipe and fitting sizes, materials, pipe constructions and nominal ring stiffnesses, and gives recommendations concerning colours.
NOTE 2 It is the responsibility of the purchaser or specifier to make the appropriate selections from these aspects, taking into account their particular requirements and installation practices or codes.
In conjunction with ISO 21138‑1, this document is applicable to structured-wall pipes and fittings, to their joints and to joints with components of other plastics and non-plastics materials.
It is applicable to pipes and fittings with or without an integral socket with elastomeric ring seal joints as well as welded and fused joints.
NOTE 3 Pipes, fittings and other components conforming to any plastics product standards referred to in Clause 2 are deemed to be suitable for use with pipes and fittings conforming to this document, when they conform to the requirements for joint dimensions given in ISO 21138‑2 or ISO 21138‑3 (this document) and to the performance requirements given in Clause 10.
NOTE 4 For dimensions larger than DN/OD 1200 or DN/ID 1200, this document can serve as general guidance regarding appearance, colour, physical and mechanical characteristics as well as performance requirements.
Test methods are not included in this document.
|
Published |
2020-01 |
Edition : 2 |
Number of pages : 38 |
Technical Committee |
93.030
External sewage systems
;
23.040.20
Plastics pipes
;
23.040.45
Plastics fittings
;
91.140.80
Drainage systems
|
| ISO 21225-1:2018 |
Plastics piping systems for the trenchless replacement of underground pipeline networks — Part 1: Replacement on the line by pipe bursting and pipe extraction |
ISO 21225-1:2018 specifies requirements and test methods for pipes and fittings which are part of plastics piping systems for the trenchless replacement of underground non-pressure and pressure drainage and sewerage networks and underground water and gas supply networks, by means of pipe bursting and pipe extraction.
ISO 21225-1:2018 is applicable to polyethylene (PE) pipes and fittings, as manufactured, as well as to the installed replacement system.
ISO 21225-1:2018 is intended to be used in conjunction with standards applicable for the construction of PE pipeline systems where available.
Regarding manufactured pipes it is applicable to three different PE pipe types:
- PE solid wall single layered pipes (nominal outside diameter, dn), including any identification stripes;
- PE pipes with co-extruded layers on either or both the outside and inside of the pipe (total outside diameter, dn), as specified in Annex A, where all layers have the same MRS rating;
- PE pipes (outside diameter, dn) having a peelable, contiguous, thermoplastics additional layer on the outside of the pipe ("coated pipe"), see Annex A.
In addition, ISO 21225-1:2018 is applicable to:
- jointing of pipe lengths by means of butt fusion joint;
- jointing of pipe lengths by means of electrofusion joint;
- fabricated and injection-moulded fittings made of PE.
Pipes made from other plastics, e.g. glass reinforced plastics (GRP), are outside the scope of this document.
|
Published |
2018-04 |
Edition : 1 |
Number of pages : 18 |
Technical Committee |
23.040.20
Plastics pipes
;
23.040.45
Plastics fittings
;
91.140.80
Drainage systems
|
| ISO 6305-2:1983 |
Railway components — Technical delivery requirements — Part 2: Unalloyed carbon steel baseplates |
This part of ISO 6305 specifies the quality requirements of the product and the conditions of acceptance testing for baseplates. Includes conditions of manufacture, of acceptance testing, and information to be supplied by the purchaser. Annex A includes the checking of dimensions and tolerances. and annexes B and C contain progressive sampling plans.
|
Withdrawn |
1983-10 |
Edition : 1 |
Number of pages : 8 |
Technical Committee |
45.080
Rails and railway components
|
| ISO 21225-2:2018 |
Plastics piping systems for the trenchless replacement of underground pipeline networks — Part 2: Replacement off the line by horizontal directional drilling and impact moling |
ISO 21225-2:2018 specifies requirements and test methods for pipes and fittings which are part of plastics piping systems for the trenchless replacement of various underground pipeline networks, underground non-pressure and pressure drainage and sewerage networks and underground water and gas supply networks, by means of horizontal directional drilling and impact moling.
ISO 21225-2:2018 is applicable to polyethylene (PE) pipes and fittings, as manufactured, as well as to the installed replacement system.
ISO 21225-2:2018 is intended to be used in conjunction with standards applicable for the construction of PE pipeline systems where available.
Regarding manufactured pipes it is applicable to three different PE pipe types:
- PE solid wall single layered pipes (nominal outside diameter, dn), including any identification stripes;
- PE pipes with co-extruded layers on either or both the outside and inside of the pipe (total outside diameter, dn), as specified in Annex A, where all layers have the same MRS rating;
- PE pipes (outside diameter, dn) having a peelable, contiguous, thermoplastics additional layer on the outside of the pipe ("coated pipe"), see Annex A.
In addition, ISO 21225-2:2018 is applicable to:
- jointing of pipe lengths by means of butt fusion joint to form continuous strings prior to installation;
- fabricated and injection-moulded fittings made of PE.
Pipes made from other plastics, e.g. polypropylene (PP) are outside the scope of this document.
ISO 21225-2:2018 is not applicable to push-fit jointed discrete pipes assembled as part of the trenchless installation process.
|
Published |
2018-04 |
Edition : 1 |
Number of pages : 19 |
Technical Committee |
23.040.20
Plastics pipes
;
23.040.45
Plastics fittings
;
91.140.80
Drainage systems
|
| ISO 22306:2007 |
Fibre-reinforced cement pipe, joints and fittings for gravity systems |
ISO 22306:2007 specifies the properties of the piping system and its components made from fibre-reinforced cement, based upon Portland cement, intended to be used for drainage or sewerage systems. ISO 22306:2007 is applicable to fibre-reinforced cement pipes and fittings suitable primarily for use in gravity systems at atmospheric pressure in buried applications.
Pipes satisfying the requirements of ISO 22306:2007, although exhibiting some flexible characteristics, are intended for installations designed using rigid pipe principles.
|
Withdrawn |
2007-10 |
Edition : 1 |
Number of pages : 47 |
Technical Committee |
91.100.40
Products in fibre-reinforced cement
;
91.140.80
Drainage systems
|
| ISO 23711:2003 |
Elastomeric seals — Requirements for materials for pipe joint seals used in water and drainage applications — Thermoplastic elastomers |
ISO 23711:2003 specifies requirements for materials used for moulded seals made of thermoplastic elastomers (TPEs) for joints in:
thermoplastic piping systems for non-pressure waste water discharge (intermittent flow at up to 95 °C) inside buildings;thermoplastic piping systems for non-pressure underground drainage and sewerage (continuous flow at up to 45 °C and intermittent flow at up to 95 °C);thermoplastic rainwater piping systems.
General requirements for finished joint seals are also given; any additional requirements called for by the particular application are specified in the relevant product standards taking into account that the performance of pipe joints is a function of the seal material properties, seal geometry and pipe joint design.
|
Withdrawn |
2003-12 |
Edition : 1 |
Number of pages : 11 |
Technical Committee |
83.140.50
Seals
;
91.140.60
Water supply systems
;
91.140.80
Drainage systems
|
| ISO 23711:2022 |
Elastomeric seals — Requirements for materials for pipe joint seals used in water and drainage applications — Thermoplastic elastomers |
This document specifies requirements for materials used for moulded seals made of thermoplastic elastomers (TPEs) for joints in:
a) thermoplastic piping systems for non-pressure wastewater discharge (intermittent flow at up to 95 °C) inside buildings;
b) thermoplastic piping systems for non-pressure underground drainage and sewerage (continuous flow at up to 45 °C and intermittent flow at up to 95 °C);
c) thermoplastic rainwater piping systems.
General requirements for finished joint seals are also given; any additional requirements for a particular application are specified in the relevant product standards taking into account that the performance of pipe joints is a function of the seal material properties, seal geometry and pipe joint design.
|
Published |
2022-10 |
Edition : 2 |
Number of pages : 11 |
Technical Committee |
83.140.50
Seals
;
91.140.60
Water supply systems
;
91.140.80
Drainage systems
|
| ISO 23856:2021 |
Plastics piping systems for pressure and non-pressure water supply, drainage or sewerage — Glass-reinforced thermosetting plastics (GRP) systems based on unsaturated polyester (UP) resin |
This document specifies the properties of piping system components made from glass-reinforced thermosetting plastics (GRP) based on unsaturated polyester resin (UP). It is suited for all types of water supply, drainage and sewerage with or without pressure. Types of water supply include, but are not limited to, raw water, irrigation, cooling water, potable water, salt water, sea water, penstocks in power plants, processing plants and other water-based applications. This document is applicable to GRP UP piping systems, with flexible or rigid joints with or without end thrust load-bearing capability, primarily intended for use in direct buried installations.
NOTE 1 For the purpose of this document, the term polyester resin (UP) also includes vinyl-ester resins (VE).
NOTE 2 Piping systems conforming to this document can also be used for non-buried applications, provided the influence of the environment and the supports are considered in the design of the pipes, fittings and joints.
NOTE 3 This document can also apply for other installations, such as slip-lining rehabilitation of existing pipes.
NOTE 4 ISO 10467 and ISO 10639, which are replaced by this document, are also referenced in ISO 25780, which specifies requirements for GRP-pipes used for jacking installation.
The requirements for the hydrostatic pressure design of pipes referring to this document meet the requirements of ISO/TS 20656-1 and the general principle for the reliability of structures detailed in ISO 2394 and in EN 1990. These International Standards provide procedures for the harmonization of design practices and address the probability of failure, as well as possible consequences of failures. The design practices are based on a partial safety factor concept, as well as on risk management engineering.
This document is applicable to circular pipes, fittings and their joints of nominal sizes from DN 50 to DN 4000, which are intended to be used for the conveyance of water, sewage and drainage at normal service conditions, with or without pressure.
|
Published |
2021-06 |
Edition : 1 |
Number of pages : 60 |
Technical Committee |
93.030
External sewage systems
;
23.040.20
Plastics pipes
;
91.140.80
Drainage systems
|
| ISO 4210-8:2014 |
Cycles — Safety requirements for bicycles — Part 8: Pedal and drive system test methods |
ISO 4210-8:2014 specifies pedal and drive system test methods for ISO 4210‑2.
|
Withdrawn |
2014-07 |
Edition : 1 |
Number of pages : 9 |
Technical Committee |
43.150
Cycles
|
| ISO 25780:2011 |
Plastics piping systems for pressure and non-pressure water supply, irrigation, drainage or sewerage — Glass-reinforced thermosetting plastics (GRP) systems based on unsaturated polyester (UP) resin — Pipes with flexible joints intended to be installed using jacking techniques |
ISO 25780:2011 specifies the properties of the piping system and its components made from glass-reinforced thermosetting plastics (GRP) based on unsaturated polyester resin (UP) for water supply, irrigation, drainage or sewerage systems with or without pressure.
ISO 25780:2011 is applicable to GRP-UP piping systems, with flexible joints, intended to be installed using jacking techniques. It specifies the characteristics of pipes made from GRP-UP, with or without aggregates or fillers and also specifies the test parameters for the test methods referred to in ISO 25780:2011.
ISO 25780:2011 is applicable to pipes and joints with a size range from DN100 to DN4000 which are intended to be used for the conveyance of water or sewage at temperatures up to 50ºC, with or without pressure.
ISO 25780:2011 covers requirements to improve the design of the joint and specifies type test performance requirements for the joints as a function of the declared nominal pressure rating of the pipeline system and the required joint deflection capability of the system.
|
Published |
2011-05 |
Edition : 1 |
Number of pages : 51 |
Technical Committee |
93.030
External sewage systems
;
23.040.20
Plastics pipes
;
91.140.60
Water supply systems
;
91.140.80
Drainage systems
|
| ISO 6446:1994 |
Rubber products — Bridge bearings — Specification for rubber materials |
Specifies requirements for rubber materials used in elastomeric bridge bearings, which may be of the plain-pad or laminated type. Also specifies methods of test and describes procedures for the preparation of test pieces from finished bearings. Does not contain aspects relating to design properties and quality control of the complete bearing, except where the complete bearing is used as the source of samples and test pieces to determine properties of the rubber material. Does not include dimensions and tolerances.
|
Published |
1994-10 |
Edition : 1 |
Number of pages : 8 |
Technical Committee |
93.040
Bridge construction
;
83.140.99
Other rubber and plastics products
|
| ISO/DIS 6819 |
Steel wire rod for bridge cable wire |
|
Under development |
|
Edition : 1 |
Number of pages : 8 |
Technical Committee |
93.040
Bridge construction
;
77.140.65
Steel wire, wire ropes and link chains
|
| ISO 14963:2003 |
Mechanical vibration and shock — Guidelines for dynamic tests and investigations on bridges and viaducts |
ISO 14963:2003 provides guidelines for dynamic tests and investigations on bridges and viaducts. It classifies the testing as a function of construction and usage, indicates the types of investigation and control for individual structural parts and whole structures, lists the equipment required for excitation and measurement, and classifies the techniques of investigation with reference to suitable methods for signal processing, data presentation and reporting.
ISO 14963:2003 provides general criteria for dynamic tests. These can supply information on the dynamic behaviour of a structure that can serve as a basis for condition monitoring or system identification. The dynamic tests detailed in ISO 14963:2003 do not replace static tests.
The tests may seek to define all of the dynamic characteristics of each mode of vibration examined (i.e. frequency, stiffness, mode shape and damping) and their non-linear variation with amplitude of motion.
ISO 14963:2003 is applicable to road, rail and pedestrian bridges and viaducts (both during construction and operation) and also to other works (or types of works), provided that their particular structure justifies its application.
The application of ISO 14963:2003 to special structures (stayed or suspension bridges) requires specific tests which take into account the particular characteristics of the work.
|
Published |
2003-12 |
Edition : 1 |
Number of pages : 27 |
Technical Committee |
17.160
Vibrations, shock and vibration measurements
;
93.040
Bridge construction
|
| ISO 18649:2004 |
Mechanical vibration — Evaluation of measurement results from dynamic tests and investigations on bridges |
ISO 18649:2004 provides methodology for the evaluation of results from dynamic tests and investigations on bridges and viaducts. It complements the procedure for conducting the tests as given in ISO 14963 and considers
-- the objectives of the dynamic tests,
-- the techniques for data analysis and system identification,
-- the modelling of the bridge, and
-- evaluation of the measured data.
The dynamic tests considered in ISO 18649:2004 do not replace static tests.
ISO 18649:2004 gives guidance on the assessment of measurements carried out over the life cycle of the bridge. The stages of the life cycle that are considered are
-- during construction and prior to commissioning,
-- during commissioning trials,
-- during specified periods throughout the life of the bridge, and
-- immediately prior to decommissioning the bridge.
ISO 18649:2004 is applicable to road, rail and pedestrian bridges and viaducts (both during construction and operation) and also to other works, provided that they justify its application. The application of this International Standard to special structures (cable-stayed or suspension bridges) requires specific tests that take into account the particular characteristics of the work.
|
Published |
2004-07 |
Edition : 1 |
Number of pages : 26 |
Technical Committee |
17.160
Vibrations, shock and vibration measurements
;
93.040
Bridge construction
|
| ISO 6305-2:2007 |
Railway components — Technical delivery requirements — Part 2: Non-alloy carbon steel baseplates |
ISO 6305-2:2007 specifies the quality requirements of the product and the conditions of acceptance testing for rolled non-alloy carbon steel baseplates for use with flat-bottom railway rails.
|
Published |
2007-02 |
Edition : 2 |
Number of pages : 12 |
Technical Committee |
45.080
Rails and railway components
|
| ISO 21725-2:2021 |
Simplified design of prestressed concrete bridges — Part 2: Box-girder bridges |
This document provides information to perform the design of the prestressed concrete box girder bridge for road that complies with the limitations established in 6.1. The rules of design as set forth in the document are simplifications of more elaborate requirements. Among several erection methods of box girder bridges, the provisions of this document are mainly applicable to full staging method (FSM).
Designs and details for new road bridges address structural integrity by considering the following:
— the use of continuity and redundancy to provide one or more alternate paths;
— structural members and bearing seat widths that are resistant to damage or instability; and
— external protection systems to minimize the effects of reasonably conceived severe loads.
|
Published |
2021-11 |
Edition : 1 |
Number of pages : 83 |
Technical Committee |
93.040
Bridge construction
;
91.080.40
Concrete structures
|
| ISO 22762-2:2005 |
Elastomeric seismic-protection isolators — Part 2: Applications for bridges — Specifications |
ISO 22762 applies to elastomeric seismic isolators used to provide buildings or bridges with protection from earthquake damage. The isolators covered consist of alternate elastomer layers and reinforcing steel plates. They are placed between a superstructure and its substructure to provide both flexibility for decoupling structural systems from ground motion, and damping capability to reduce displacement at the isolation interface and the transmission of energy from the ground into the structure at the isolation frequency.
ISO 22762-2:2005 specifies the requirements for elastomeric seismic isolators used for bridges and the requirements for the rubber material used in the manufacture of such isolators. The specification covers requirements, design rules, manufacturing tolerances, marking and labelling and test methods for elastomeric isolators.
|
Withdrawn |
2005-07 |
Edition : 1 |
Number of pages : 57 |
Technical Committee |
93.040
Bridge construction
;
83.140.99
Other rubber and plastics products
|
| ISO 22762-2:2005/Cor 1:2006 |
Elastomeric seismic-protection isolators — Part 2: Applications for bridges — Specifications — Technical Corrigendum 1 |
|
Withdrawn |
2006-07 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
93.040
Bridge construction
;
83.140.99
Other rubber and plastics products
|
| ISO 22762-2:2010 |
Elastomeric seismic-protection isolators — Part 2: Applications for bridges — Specifications |
ISO 22762-2:2010 specifies minimum requirements and test methods for elastomeric seismic isolators used for bridges, as well as rubber material used in the manufacture of such isolators.
It is applicable to elastomeric seismic isolators used to provide bridges with protection from earthquake damage. The isolators covered consist of alternate elastomeric layers and reinforcing steel plates which are placed between a superstructure and its substructure to provide both flexibility for decoupling structural systems from ground motion and damping capability to reduce displacement at the isolation interface and the transmission of energy from the ground into the structure at the isolation frequency.
|
Withdrawn |
2010-11 |
Edition : 2 |
Number of pages : 55 |
Technical Committee |
93.040
Bridge construction
;
83.140.99
Other rubber and plastics products
|
| ISO 22762-2:2018 |
Elastomeric seismic-protection isolators — Part 2: Applications for bridges — Specifications |
This document specifies minimum requirements and test methods for elastomeric seismic isolators used for bridges, as well as rubber material used in the manufacture of such isolators.
It is applicable to elastomeric seismic isolators used to provide bridges with protection from earthquake damage. The isolators covered consist of alternate elastomeric layers and reinforcing steel plates, which are placed between a superstructure and its substructure to provide both flexibility for decoupling structural systems from ground motion and damping capability to reduce displacement at the isolation interface and the transmission of energy from the ground into the structure at the isolation frequency.
|
Published |
2018-10 |
Edition : 3 |
Number of pages : 56 |
Technical Committee |
93.040
Bridge construction
;
83.140.99
Other rubber and plastics products
|
| ISO 10815:1996 |
Mechanical vibration — Measurement of vibration generated internally in railway tunnels by the passage of trains |
Establishes the basic principles for measuring, processing and evaluating vibration generated internally in railway tunnels by the passage of trains (e. g. speed of train, ist composition and axle load).
|
Withdrawn |
1996-11 |
Edition : 1 |
Number of pages : 24 |
Technical Committee |
17.160
Vibrations, shock and vibration measurements
;
93.060
Tunnel construction
|
| ISO 10815:2016 |
Mechanical vibration — Measurement of vibration generated internally in railway tunnels by the passage of trains |
ISO 10815:2016 establishes the basic principles for measuring, processing and evaluating vibration generated internally in railway tunnels by the passage of trains.
By establishing a standard procedure, comparative data may be obtained on response of the tunnel elements from time to time, provided that the excitation source is the same. Data obtained in different tunnels may also be compared.
The measurements considered in ISO 10815:2016 concern the response of the structure and secondary elements mounted in the tunnel. They do not concern the response of persons in the tunnel or in its vicinity, or of passengers on trains running through the tunnel.
|
Published |
2016-09 |
Edition : 2 |
Number of pages : 20 |
Technical Committee |
17.160
Vibrations, shock and vibration measurements
;
93.060
Tunnel construction
|
| ISO 14837-1:2005 |
Mechanical vibration — Ground-borne noise and vibration arising from rail systems — Part 1: General guidance |
ISO 14837-1:2005 provides general guidance on ground-borne vibration generated by the operation of rail systems, and the resultant ground-borne noise in buildings.
It lists the factors and parameters that need to be taken into consideration and offers guidance on prediction methods appropriate for a range of circumstances (e.g. to support the assessment of effects on human occupants and sensitive equipment or operations inside the buildings in addition to the predictions required to assess the risk of damage to building structures).
Attention is paid in ISO 14837-1:2005 to characteristics of the source: emission (e.g. train, wheel, rail, track, supporting infrastructure); propagation path: transmission (e.g. ground condition, distance); and receiving structures: immission: (e.g. foundations, form of building construction).
The guidance covers all forms of wheel and rail systems, from light-rail to high-speed trains and freight. ISO 14837-1:2005 provides guidance for rail systems at-grade, on elevated structures and in tunnels.
It does not deal with vibration arising from the construction and maintenance of the rail system. It does not deal with airborne noise. Structure-radiated noise from elevated structures, which can have a significant environmental impact, is also excluded.
|
Published |
2005-07 |
Edition : 1 |
Number of pages : 45 |
Technical Committee |
17.160
Vibrations, shock and vibration measurements
;
45.080
Rails and railway components
;
93.060
Tunnel construction
|
| ISO 23431:2021 |
Measurement of road tunnel air quality |
This document describes methods for determining air speed and flow direction, CO, NO and NO2 concentrations and visibility in road tunnels using direct-reading instruments. This document specifically excludes requirements relating to instrument conformance testing.
|
Published |
2021-03 |
Edition : 1 |
Number of pages : 31 |
Technical Committee |
93.060
Tunnel construction
;
13.040.20
Ambient atmospheres
|
| ISO 2017-2:2007 |
Mechanical vibration and shock — Resilient mounting systems — Part 2: Technical information to be exchanged for the application of vibration isolation associated with railway systems |
ISO 2017-2:2007 establishes requirements to ensure appropriate exchange of information regarding the application of isolation for vibrations and shocks generated by railway systems.
ISO 2017-2:2007 is applicable to the construction of new railway systems. It may also be applied to previously installed systems when the user wishes to solve a new vibration problem arising from railroad degradation, when new environmental land use planning requirements are put in place, or when new vibration-sensitive land development occurs in proximity to existing railway systems.
It applies to vibration problems encountered in a railway environment but does not address vibration problems within railway cars (carriages) themselves.
ISO 2017-2:2007 intends to give appropriate responses to questions highlighted by the producer and users (why, what, when and how to isolate mechanical systems).
|
Published |
2007-12 |
Edition : 1 |
Number of pages : 11 |
Technical Committee |
17.160
Vibrations, shock and vibration measurements
;
93.100
Construction of railways
|
| ISO 5003:1980 |
Flat bottom railway rails and special rail sections for switches and crossings of non-treated steel — Technical delivery requirements |
Applies to rails with a linear mass of 35 kg/m or more and to special sections used in association with these flat bottom rails. Does not apply, in particular, to grooved rails and check rails. An invitation to tender should normally be accompanied by a definition of the conditions of use and other documents for carrying out the order.
|
Withdrawn |
1980-11 |
Edition : 1 |
Number of pages : 26 |
Technical Committee |
45.080
Rails and railway components
|
| ISO 5003:2016 |
Flat bottom (Vignole) railway rails 43 kg/m and above |
ISO 5003:2016 specifies the terms and definitions, information to be supplied by the purchaser, tolerances for dimensions, length, technical requirements, inspection rules, identification, certification, and a quality assurance system for as-rolled and heat-treated steel rails for railways.
ISO 5003:2016 specifies flat bottom (vignole) railway rails with linear mass of 43 kg/m and above, for conventional and high-speed railway track usage.
There are 19 pearlitic steel grades specified, covering a 200 HBW to 400 HBW hardness range and including "non-heat-treated" carbon manganese steels, "non-heat-treated" alloy steels, "heat-treated" carbon manganese, and "heat-treated" low alloy steels.
|
Published |
2016-03 |
Edition : 2 |
Number of pages : 93 |
Technical Committee |
45.080
Rails and railway components
|
| ISO/DIS 5735-1 |
Railway infrastructures — Non-destructive testing on rails in track — Part 1: Requirements for ultrasonic inspection and evaluation principles |
|
Under development |
|
Edition : 1 |
Number of pages : 53 |
Technical Committee |
19.100
Non-destructive testing
;
45.080
Rails and railway components
|
| ISO 6305-1:1981 |
Railway components — Technical delivery requirements — Part 1: Rolled steel fishplates |
This part of ISO 6305 specifies the quality requirements of the product and the conditions of acceptance testing for fishplates intended for use with rails of linear mass equal to or greater than 35 kg/m. Annexes A, C and D, respectively include referee gauge for checking height, length and opening, respectively; annex B gives checking method of straightness and annexes E and F contain progressive sampling plans.
|
Withdrawn |
1981-09 |
Edition : 1 |
Number of pages : 10 |
Technical Committee |
45.080
Rails and railway components
|
| ISO 6305-3:1983 |
Railway components — Technical delivery requirements — Part 3: Steel sleepers |
This part of ISO 6305 specifies the quality requirements of the product and the conditions of acceptance testing for sleepers. When the products are to be manufactured from flat plates, an alternative but equivalent specification may be agreed between the purchaser and the manufacturer. Annex A includes the checking of dimensions and tolerances, annex B shows a check gauge for inclination of the rail seats, and annexes C and D contain progressive sampling plans.
|
Published |
1983-10 |
Edition : 1 |
Number of pages : 9 |
Technical Committee |
45.080
Rails and railway components
|
| ISO 6305-4:1985 |
Railway components — Technical delivery requirements — Part 4: Untreated steel nuts and bolts and high-strength nuts and bolts for fish-plates and fastenings |
This part of ISO 6305 defines the specifications regarding product quality and the conditions of acceptance for nuts and bolts. Gives manufacturing and acceptance conditions, data to be supplied by the purchaser and packaging. Annexes A to D contain progressive sampling plans.
|
Published |
1985-11 |
Edition : 1 |
Number of pages : 8 |
Technical Committee |
45.080
Rails and railway components
|
| ISO 12856-1:2014 |
Plastics — Plastic railway sleepers for railway applications (railroad ties) — Part 1: Material characteristics |
ISO 12856-1:2014 specifies the characteristics of plastic and reinforced plastic materials to be used in the manufacturing of railway sleepers. It is applicable to the sleepers and parts of sleepers to be installed in tracks with or without ballast. Examples of different types of plastic and reinforced sleepers are given in an annex.
|
Withdrawn |
2014-03 |
Edition : 1 |
Number of pages : 29 |
Technical Committee |
45.080
Rails and railway components
;
83.140.99
Other rubber and plastics products
|
| ISO 12856-1:2022 |
Railway applications — Polymeric composite sleepers, bearers and transoms — Part 1: Material characteristics |
This document specifies the characteristics of polymeric composite and reinforced polymeric composite materials in the manufacture of polymeric composite railway sleepers. It is applicable to sleepers, bearers and transoms to be installed in all tracks (both heavy and urban rail) with or without ballast.
NOTE In this document, the term “sleeper” refers to “sleeper, bearer and transom”.
|
Published |
2022-02 |
Edition : 2 |
Number of pages : 10 |
Technical Committee |
45.080
Rails and railway components
;
83.140.99
Other rubber and plastics products
|
| ISO 12856-2:2020 |
Railway applications — Polymeric composite sleepers, bearers and transoms — Part 2: Product testing |
This document specifies various test methods to ensure the performance of polymeric composite and reinforced polymeric composite sleepers, bearers and transoms for use in tracks. It is applicable to the sleepers, bearers and transoms to be installed in tracks with or without a ballast.
|
Published |
2020-11 |
Edition : 1 |
Number of pages : 43 |
Technical Committee |
45.080
Rails and railway components
;
83.140.99
Other rubber and plastics products
|
| ISO 12856-3:2022 |
Railway applications — Polymeric composite sleepers, bearers and transoms — Part 3: General requirements |
This document specifies general requirements of polymeric composite railway sleepers. It is applicable to the sleepers, bearers and transoms to be installed in all tracks (both heavy and urban rail) with or without ballast.
|
Published |
2022-02 |
Edition : 1 |
Number of pages : 42 |
Technical Committee |
45.080
Rails and railway components
;
83.140.99
Other rubber and plastics products
|
| ISO 14837-1:2005 |
Mechanical vibration — Ground-borne noise and vibration arising from rail systems — Part 1: General guidance |
ISO 14837-1:2005 provides general guidance on ground-borne vibration generated by the operation of rail systems, and the resultant ground-borne noise in buildings.
It lists the factors and parameters that need to be taken into consideration and offers guidance on prediction methods appropriate for a range of circumstances (e.g. to support the assessment of effects on human occupants and sensitive equipment or operations inside the buildings in addition to the predictions required to assess the risk of damage to building structures).
Attention is paid in ISO 14837-1:2005 to characteristics of the source: emission (e.g. train, wheel, rail, track, supporting infrastructure); propagation path: transmission (e.g. ground condition, distance); and receiving structures: immission: (e.g. foundations, form of building construction).
The guidance covers all forms of wheel and rail systems, from light-rail to high-speed trains and freight. ISO 14837-1:2005 provides guidance for rail systems at-grade, on elevated structures and in tunnels.
It does not deal with vibration arising from the construction and maintenance of the rail system. It does not deal with airborne noise. Structure-radiated noise from elevated structures, which can have a significant environmental impact, is also excluded.
|
Published |
2005-07 |
Edition : 1 |
Number of pages : 45 |
Technical Committee |
17.160
Vibrations, shock and vibration measurements
;
45.080
Rails and railway components
;
93.060
Tunnel construction
|
| ISO/TS 14837-31:2017 |
Mechanical vibration — Ground-borne noise and vibration arising from rail systems — Part 31: Guideline on field measurements for the evaluation of human exposure in buildings |
ISO/TS 14837-31:2017 gives guidelines to encourage reporting of field measurements of ground-borne noise and vibration in a metric that allows international comparison and future development of empirical models. It also sets out the basic minimum requirements and good practice when taking measurements for the evaluation of human exposure in residential buildings to ensure they are reliable. While national standards or requirements based upon project-specific purposes would normally take priority, this guidance can be used where there are no particular requirements or to provide supplementary guidance. Thereby, this document provides a means of improving general quality and reporting of field measurements in a preferred format.
There are a number of reasons for carrying out field measurements of ground-borne noise and vibration arising from rail operations, from complaint investigations to validation of prediction models, diagnostics and research as detailed in ISO 14837‑1:2005, 7.2. In the present document, two levels of evaluation are considered.
- Scope 1 corresponds to basic measurements of floor vibration and noise in rooms in buildings to evaluate the human exposure to ground-borne vibration and ground-borne noise. Requirements are presented under two levels of accuracy:
basic measurements with minimum accuracy;
measurements with reduced uncertainty, also more reproducible and more appropriate for prediction.
Ground-borne noise is noise generated by vibrating building elements (e.g. floors, walls and ceilings) in the room of interest and is therefore best expressed by both an acoustic and a vibrational quantity. Its identification as ground-borne noise (as opposed to airborne noise, potentially also present) requires simultaneous noise and vibration measurements. Nevertheless, there are also cases of very low frequency vibration (below 10 Hz to 16 Hz) where only vibration measurements are relevant. Rattle can also arise from vibration, which can be from building components or furniture. This document does not set out to characterize this phenomenon, but to note its presence when it occurs.
NOTE In some cases, Scope 1 can relate to measurements on the ground outside a building (to resolve access issues or to comply with national regulations), although measurements at the building are generally preferred.
- Scope 2 corresponds to measurements extended to evaluate the vibration immission to buildings, which includes vibration measurements at or near the building foundations and vibration measurements on ground next to the building so that the building coupling loss and building transmissibility can be estimated.
Vibration measurements near the tracks (on ground surface or in tunnels) for a proper characterization of the source are outside the scope of this document.
Certain requirements are specified in the interest of achieving a consistent minimum data set for each investigation, allowing data comparison between sites.
|
Published |
2017-12 |
Edition : 1 |
Number of pages : 42 |
Technical Committee |
17.160
Vibrations, shock and vibration measurements
;
45.080
Rails and railway components
|
| ISO/TS 14837-32:2015 |
Mechanical vibration — Ground-borne noise and vibration arising from rail systems — Part 32: Measurement of dynamic properties of the ground |
ISO/TS 14837-32:2015 provides guidance and defines methods for the measurement of dynamic properties of the ground through which ground-borne noise and vibration is transmitted, from the operation of rail systems and into foundations of neighbouring buildings. The purpose is to determine the parameters of the ground system which are necessary to reliably predict the noise and vibration transmission, to design railroads and foundations to meet noise and vibration requirements, to design countermeasures and to validate design methods.
|
Published |
2015-12 |
Edition : 1 |
Number of pages : 53 |
Technical Committee |
17.160
Vibrations, shock and vibration measurements
;
45.080
Rails and railway components
|
| ISO 22055:2019 |
Switch and crossing rails |
This document specifies switch and crossing rails that carry railway wheels as specified in ISO 5003. These are used in conjunction with flat bottom (vignole) railway rails. After switch and crossing rails are produced, in order to be ready for railway track use, secondary processing (forging, grinding and heat treatment etc.) is carried out. This document does not include secondary processing. Secondary processing is specified in other standards or through agreements between manufacturer and purchaser.
Sixteen pearlitic steel grades are specified, covering a hardness range of 200 HBW to 440 HBW, and include non-heat-treated carbon manganese steels, non-heat-treated alloy steels, heat-treated carbon manganese and heat-treated low
|
Published |
2019-11 |
Edition : 1 |
Number of pages : 26 |
Technical Committee |
45.080
Rails and railway components
;
77.140.99
Other iron and steel products
|
| ISO 22074-1:2020 |
Railway infrastructure — Rail fastening systems — Part 1: Vocabulary |
This document specifies the terms and definitions used in the ISO 22074 series of standards related to rail fastening systems.
NOTE In this document, there are some entries where more than one term is listed in the header (e.g. sleeper, tie, cross tie in 3.2.3). In such cases, the first term is the preferred term, generally used in the ISO 22074 series of standards. The other terms are also in common use in the railway industry and are considered to be synonymous (admitted terms).
|
Published |
2020-08 |
Edition : 1 |
Number of pages : 5 |
Technical Committee |
45.080
Rails and railway components
;
01.040.45
Railway engineering (Vocabularies)
|
| ISO 22074-2:2021 |
Railway infrastructure — Rail fastening systems — Part 2: Test method for longitudinal rail restraint |
This document specifies the laboratory test procedure to determine:
a) the maximum longitudinal force that can be applied to a rail, secured to a sleeper, bearer or element of ballastless track by a rail fastening assembly, without non-elastic displacement of the rail occurring, or the longitudinal stiffness at a specified longitudinal displacement of a specimen of embedded rail with an adhesive fastening system, and for any type of fastening;
b) the shear displacement and slip data required for track-bridge interaction calculations.
|
Published |
2021-03 |
Edition : 1 |
Number of pages : 8 |
Technical Committee |
45.080
Rails and railway components
|
| ISO 22074-3:2021 |
Railway infrastructure — Rail fastening systems — Part 3: Proof load test method for pull-out resistance |
This document specifies a test procedure to confirm that the force necessary to pull the anchorage of a rail fastening assembly out of the sleeper or other supporting element is greater than a prescribed value (i.e. it is a "proof load" test).
This test is for components of the fastening system which are:
a) cast into concrete during the manufacture of sleepers or other supporting elements;
b) glued into the cast or drilled holes in concrete; or
c) screwed or otherwise attached to wood, polymeric composite or steel sleepers or other supporting elements.
This test is not applicable to embedded rails.
|
Published |
2021-03 |
Edition : 1 |
Number of pages : 5 |
Technical Committee |
45.080
Rails and railway components
|
| ISO 22074-4:2022 |
Railway infrastructure — Rail fastening systems — Part 4: Test methods for resistance to repeated loading |
This document specifies a laboratory test procedure for applying repeated load cycles which generate displacement cycles representative of the displacements caused by traffic on railway track. It is used for assessing the long-term performance of rail fastening systems.
This document is applicable to surface mounted rail on sleepers, bearers and slab track and embedded rail.
This test procedure applies to a complete fastening assembly.
|
Published |
2022-08 |
Edition : 1 |
Number of pages : 15 |
Technical Committee |
45.080
Rails and railway components
|
| ISO 22074-5:2021 |
Railway infrastructure — Rail fastening systems — Part 5: Test method for electrical resistance |
This document specifies a laboratory test procedure for determining the electrical resistance, in wet conditions, between the running rails provided by a fastening system fitted to a steel or concrete sleeper, bearer or element of ballastless track.
It is also applicable to embedded rail.
This test procedure applies to a complete fastening assembly. It is relevant to signalling currents, not to traction currents.
A reference procedure and an alternative procedure are included.
|
Published |
2021-05 |
Edition : 1 |
Number of pages : 7 |
Technical Committee |
45.080
Rails and railway components
|
| ISO/DIS 24510 |
Activities relating to drinking water and wastewater services — Guidelines for the assessment and for the improvement of the service to users |
|
Under development |
|
Edition : 2 |
Number of pages : 49 |
Technical Committee |
03.080.30
Services for consumers
;
13.060.20
Drinking water
;
13.060.30
Sewage water
|
| ISO 22074-7:2021 |
Railway infrastructure — Rail fastening systems — Part 7: Test method for clamping force and uplift stiffness |
This document specifies the laboratory test procedure for determining the clamping force exerted by the fastening system on the foot of the rail by measuring the force to separate the rail foot from its immediate support. When required, the procedure is also used to determine the uplift stiffness of the fastening system.
It is applicable to systems with and without baseplates on all types of sleepers, bearers or elements of ballastless track. The test does not determine the security of the fastening components fixed into the sleeper or other fastening system support.
This test procedure applies to a complete fastening assembly. It is not applicable to fastening systems for embedded rail or other fastening systems which do not act on the foot of the rail.
|
Published |
2021-08 |
Edition : 1 |
Number of pages : 9 |
Technical Committee |
45.080
Rails and railway components
|
| ISO 22074-8:2022 |
Railway infrastructure — Rail fastening systems — Part 8: Test method for vertical stiffness |
This document specifies laboratory test procedures to determine the static and low-frequency dynamic stiffness of rail pads, baseplate pads and complete rail fastening assemblies.
|
Published |
2022-02 |
Edition : 1 |
Number of pages : 12 |
Technical Committee |
45.080
Rails and railway components
|
| ISO 22480-1:2022 |
Railway applications — Concrete sleepers and bearers for track — Part 1: General requirements |
This document defines technical criteria and control procedures which need to be satisfied by the constituent materials and the finished concrete sleepers and bearers, i.e. precast concrete sleepers, twin-block reinforced sleepers, bearers for switches and crossings, and special elements for railway tracks.
This document defines mechanical tests which provide assurance of the capability of sleepers or bearers to resist repetitive loading and provide sufficient durability. In addition, it places controls on manufacturing processes and tests to ensure that the concrete will not suffer degradation in service through chemical reaction and frost damage.
|
Published |
2022-01 |
Edition : 1 |
Number of pages : 38 |
Technical Committee |
45.080
Rails and railway components
|
| ISO 22480-2:2022 |
Railway applications — Concrete sleepers and bearers for track — Part 2: Prestressed monoblock sleepers |
This document defines additional technical criteria and control procedures related to the manufacturing and testing of prestressed monoblock sleepers.
|
Published |
2022-01 |
Edition : 1 |
Number of pages : 19 |
Technical Committee |
45.080
Rails and railway components
|
| ISO 23054-1:2022 |
Railway applications — Track geometry quality — Part 1: Characterization of track geometry and track geometry quality |
This document defines track geometry parameters and specifies the minimum requirements for track geometry measurements and the evaluation method for track geometry quality.
This document is applicable to 1 435 mm and wider track gauges. The urban/light rail systems, tramways and any track gauge narrower than 1 435 mm are excluded from the scope of this document, however it can be used as a reference.
|
Published |
2022-08 |
Edition : 1 |
Number of pages : 33 |
Technical Committee |
45.080
Rails and railway components
|
| ISO 23300-1:2021 |
Railway infrastructure — Rail welding — Part 1: General requirements and test methods for rail welding |
This document specifies requirements concerning the approval and/or homologation of welding processes, contractors, welders, inspectors and acceptance of welded joints in the factory and/or track.
This document is applicable to the following rail welding processes:
flash butt welding (FBW);
gas pressure welding (GPW);
aluminothermic welding (ATW);
enclosed arc welding (EAW).
In this document, 43 kg/m to 75 kg/m new flat-bottomed rails of the same profiles and same steel grades are used as the subject of welding.
This document does not specify requirements or test methods specific to each welding process. These are to be prescribed in the subsequent parts of the ISO 23300 series.
Concerning butt welding, this document is restricted to connecting rail ends.
This document does not cover the welding for construction of crossings, railway switches, signal bond installation or restoration of rails.
This document does not cover any safety regulations for welding operations.
In this document, the qualifications of individuals and organizations that are approved by the railway authority for rail welding are not specified.
|
Published |
2021-08 |
Edition : 1 |
Number of pages : 43 |
Technical Committee |
45.080
Rails and railway components
|
| IWA 33-1:2019 |
Technical guidelines for the development of small hydropower plants — Part 1: Vocabulary |
This document defines the professional technical terms and definitions commonly used for small hydropower (SHP) plants.
|
Published |
2019-12 |
Edition : 1 |
Number of pages : 60 |
Technical Committee |
27.140
Hydraulic energy engineering
|
| IWA 33-2:2019 |
Technical guidelines for the development of small hydropower plants — Part 2: Site selection planning |
This document specifies the general principles of site selection planning for small hydropower (SHP) projects, and the methodologies, procedures and outcome requirements of SHP plant site selection.
|
Published |
2019-12 |
Edition : 1 |
Number of pages : 30 |
Technical Committee |
27.140
Hydraulic energy engineering
|
| ISO/DIS 24511 |
Activities relating to drinking water and wastewater services — Guidelines for the management of wastewater utilities and for the assessment of wastewater services |
|
Under development |
|
Edition : 2 |
Number of pages : 58 |
Technical Committee |
93.030
External sewage systems
;
03.080.30
Services for consumers
;
13.060.30
Sewage water
|
| IWA 33-3:2021 |
Technical guidelines for the development of small hydropower plants — Part 3: Design principles and requirements |
This document specifies the general principles and basic requirements of design for small hydropower (SHP) projects up to 30 MWe, mainly including hydrology, geology, energy calculations, project layout, hydraulics, electromechanical equipment selection, construction planning, project cost estimates, economic appraisal, social and environmental assessments.
Application of this document is intended to be site specific, with the principles and requirements of design applied in accordance with the needs of proposed hydropower plant.
|
Published |
2021-03 |
Edition : 1 |
Number of pages : 80 |
Technical Committee |
27.140
Hydraulic energy engineering
|
| ISO 10816-5:2000 |
Mechanical vibration — Evaluation of machine vibration by measurements on non-rotating parts — Part 5: Machine sets in hydraulic power generating and pumping plants |
|
Withdrawn |
2000-04 |
Edition : 1 |
Number of pages : 19 |
Technical Committee |
17.160
Vibrations, shock and vibration measurements
;
27.140
Hydraulic energy engineering
|
| ISO 19283:2020 |
Condition monitoring and diagnostics of machines — Hydroelectric generating units |
This document focuses on recommended condition monitoring techniques for detecting and diagnosing developing machine faults associated with the most common potential failure modes for hydro unit components. It is intended to improve the reliability of implementing an effective condition monitoring approach for hydroelectric generating units (hydro units). It is also intended to help create a mutual understanding of the criteria for successful hydro unit condition monitoring and to foster cooperation between the various hydropower stakeholders.
This document is intended for end-users, contractors, consultants, service providers, machine manufacturers and instrument suppliers.
This document is machine-specific and is focused on the generator, shaft/bearing assembly, runner (and impeller for pumped storage applications), penstock (including the main inlet valve), spiral case and the upper draft tube of hydro units. It is primarily intended for medium to large sized hydro units with more than 50 MVA installed capacity, but it is equally valid for smaller units in many cases. It is applicable to various types of turbines such as Francis, Kaplan, Pelton, Bulb and other types. Generic auxiliary systems such as for lubrication and cooling are outside the scope, with the exception of some monitoring techniques that are related to condition monitoring of major systems covered by this document, such as oil analysis. Transmission systems, civil works and the foundation are outside the scope.
This document covers online (permanently installed) and portable instrument condition monitoring and diagnostic techniques for operational hydro units. Offline machine testing, i.e. that which is only done during shutdown, although very important, is not part of the scope of this document. Nor is one-time acceptance and performance testing within the scope. The condition monitoring techniques presented in this document cover a wide range of continuous and interval-based monitoring techniques under generalized conditions for a wide range of applications. Therefore, the actual monitoring approach required for a specific application can be different than that which is recommended in this generalized document.
|
Published |
2020-04 |
Edition : 1 |
Number of pages : 62 |
Technical Committee |
17.160
Vibrations, shock and vibration measurements
;
27.140
Hydraulic energy engineering
|
| ISO 17201-1:2005 |
Acoustics — Noise from shooting ranges — Part 1: Determination of muzzle blast by measurement |
ISO 17201-1:2005 specifies a method to determine the acoustic source energy of the muzzle blast for calibres of less than 20 mm or explosive charges of less than 50 g TNT equivalent. It is applicable at distances where peak pressures less than 1 kPa (equivalent to a peak sound pressure level of 154 dB) are observed. The source energy, directivity of the source and their spectral structure determined by this procedure can be used as input data to sound propagation programmes, enabling prediction of shooting noise in the neighbourhood of shooting ranges. Additionally, the data can be used to compare sound emission from different types of guns or different types of ammunition used with the same gun.
ISO 17201-1:2005 is applicable to guns used in civil shooting ranges but it can also be applied to military guns. It is not applicable to the assessment of hearing damage or sound levels in the non-linear region.
|
Withdrawn |
2005-08 |
Edition : 1 |
Number of pages : 41 |
Technical Committee |
95.020
Military in general
;
17.140.20
Noise emitted by machines and equipment
;
97.220.10
Sports facilities
|
| ISO 17201-1:2005/Cor 1:2009 |
Acoustics — Noise from shooting ranges — Part 1: Determination of muzzle blast by measurement — Technical Corrigendum 1 |
|
Withdrawn |
2009-04 |
Edition : 1 |
Number of pages : 1 |
Technical Committee |
95.020
Military in general
;
17.140.20
Noise emitted by machines and equipment
;
97.220.10
Sports facilities
|
| ISO 17201-1:2018 |
Acoustics — Noise from shooting ranges — Part 1: Determination of muzzle blast by measurement |
This document specifies a method to determine the acoustic source energy of the muzzle blast for calibres of less than 20 mm or explosive charges of less than 50 g TNT equivalent. It is applicable at distances where peak pressures less than 1 kPa (equivalent to a peak sound pressure level of 154 dB) are observed. The source energy, directivity of the source and their spectral structure determined by this procedure can be used as input data to sound propagation programmes, enabling the prediction of shooting noise in the neighbourhood of shooting ranges. Additionally, the data can be used to compare sound emission from different types of guns or different types of ammunition used with the same gun.
This document is applicable to guns used in civil shooting ranges but it can also be applied to military guns. It is not applicable to the assessment of hearing damage or sound levels in the non-linear region.
Suppressors and silencers are not taken into consideration in this document.
|
Published |
2018-11 |
Edition : 2 |
Number of pages : 39 |
Technical Committee |
95.020
Military in general
;
17.140.20
Noise emitted by machines and equipment
;
97.220.10
Sports facilities
|
| No name found |
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|
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|
| ISO 17201-3:2010 |
Acoustics — Noise from shooting ranges — Part 3: Guidelines for sound propagation calculations |
ISO 17201-3:2010 specifies methods of predicting sound exposure levels of shooting sound for a single shot at a given reception point. Guidelines are given to calculate other acoustic indices from the sound exposure level. The prediction is based on the angular source energy distribution of the muzzle blast as defined in ISO 17201-1 or calculated using values from ISO 17201-2.
ISO 17201-3:2010 applies to weapons with calibres of less than 20 mm or explosive charges of less than 50 g TNT equivalent, including the projectile sound, and is applicable at distances where peak pressures are less than 1 kPa (154 dB).
NOTE National or other regulations, which could be more stringent, can apply.
|
Withdrawn |
2010-02 |
Edition : 1 |
Number of pages : 55 |
Technical Committee |
95.020
Military in general
;
17.140.20
Noise emitted by machines and equipment
;
97.220.10
Sports facilities
|
| ISO 17201-3:2019 |
Acoustics — Noise from shooting ranges — Part 3: Sound propagation calculations |
This document specifies methods of predicting the sound exposure level of shooting sound for a single shot at a given reception point. Guidelines are given to calculate other acoustic indices from the sound exposure level. The prediction is based on the angular source energy distribution of the muzzle blast as defined in ISO 17201-1 or calculated using values from ISO 17201-2.
This document applies to weapons with calibres of less than 20 mm or explosive charges of less than 50 g TNT equivalent, at distances where peak pressures, including the contribution from projectile sound, are less than 1 kPa (154 dB).
NOTE National or other regulations, which could be more stringent, can apply.
|
Published |
2019-01 |
Edition : 2 |
Number of pages : 59 |
Technical Committee |
95.020
Military in general
;
17.140.20
Noise emitted by machines and equipment
;
97.220.10
Sports facilities
|
| ISO 17201-4:2006 |
Acoustics — Noise from shooting ranges — Part 4: Prediction of projectile sound |
ISO 17201-4:2006 provides a computational model for determining the acoustical source level of projectile sound and its one-third-octave-band spectrum, expressed as the sound exposure level for nominal mid-band frequencies from 12,5 Hz to 10 kHz. It also gives guidance on how to use this source level to calculate the sound exposure level at a receiver position.
ISO 17201-4:2006 is intended for calibres of less than 20 mm, but can also be applied for large calibres. Additionally, the data can be used to compare sound emission from different types of ammunition used with the same weapon. This part of ISO 17201 is meant for weapons used in civil shooting ranges, but is also applicable to military weapons.
|
Published |
2006-04 |
Edition : 1 |
Number of pages : 19 |
Technical Committee |
95.020
Military in general
;
17.140.20
Noise emitted by machines and equipment
;
97.220.10
Sports facilities
|
| ISO 17201-5:2010 |
Acoustics — Noise from shooting ranges — Part 5: Noise management |
ISO 17201-5:2010 gives guidelines for noise management of shooting activity at shooting ranges. The control of the noise received outside shooting ranges at specified reception points based either on measured or calculated sound exposure levels is specified. ISO 17201-5:2010 can also be used in the planning of new or reconstruction of existing ranges. It is intended to comply with all relevant local rules and regulations which imply a conversion of sound exposure level to other indicators as given in ISO 17201-3.
ISO 17201-5:2010 applies to weapons with calibres of less than 20 mm or explosive charges of less than 50 g TNT equivalent and pressures of less than 1 kPa at the reception point.
NOTE National or other regulations, which could be more stringent, can apply.
|
Published |
2010-02 |
Edition : 1 |
Number of pages : 25 |
Technical Committee |
95.020
Military in general
;
17.140.20
Noise emitted by machines and equipment
;
97.220.10
Sports facilities
|
| ISO 17201-6:2021 |
Acoustics — Noise from shooting ranges — Part 6: Sound pressure measurements close to the source for determining exposure to sound |
This document specifies methods for recording the time history of the sound pressure produced either by shooting with calibres of less than 20 mm, or by detonation of explosive charges of less than 50 g TNT equivalent, within the shooting range at locations of interest, regarding the exposure to sound of the shooter, or any other person within the shooting range. The time history of the sound pressure can be the basis for further analyses of this type of sound at the locations of interest.
|
Published |
2021-07 |
Edition : 1 |
Number of pages : 21 |
Technical Committee |
13.140
Noise with respect to human beings
;
95.020
Military in general
;
17.140.20
Noise emitted by machines and equipment
;
97.220.10
Sports facilities
|