| Name |
Description |
Abstract |
Status |
Publication date |
Edition |
Number of pages |
Technical committee |
ICS |
| ISO 19900:2013 |
Petroleum and natural gas industries — General requirements for offshore structures |
ISO 19900:2013 specifies general principles for the design and assessment of offshore structures subjected to known or foreseeable types of actions. These general principles are applicable worldwide to all types of offshore structures, including, bottom-founded structures as well as floating structures, and to all types of materials used including steel, concrete and aluminium.
ISO 19900:2013 specifies design principles that are applicable to:
the successive stages in the construction of the structure (i.e. fabrication, transportation and installation);
use during its intended life; and
its decommissioning.
The principles are also generally applicable to the assessment or modification of existing structures. Aspects related to quality control are also addressed.
ISO 19900:2013 is applicable to the design of complete structures, including substructures, topsides structures, vessel hulls, foundations and mooring systems.
|
Withdrawn |
2013-12 |
Edition : 2 |
Number of pages : 47 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 19900:2019 |
Petroleum and natural gas industries — General requirements for offshore structures |
This document specifies general requirements and recommendations for the design and assessment of bottom-founded (fixed) and buoyant (floating) offshore structures.
This document is applicable for all phases of the life of the structure, including:
— successive stages of construction (i.e. fabrication, transportation, and installation),
— service in-place, both during design life and during any life extensions, and
— decommissioning, and removal.
This document contains general requirements and recommendations for both the design of new build structures and for the structural integrity management and assessment of existing structures.
This document does not apply to subsea and riser systems or pipeline systems.
|
Published |
2019-06 |
Edition : 3 |
Number of pages : 64 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 19901-1:2005 |
Petroleum and natural gas industries — Specific requirements for offshore structures — Part 1: Metocean design and operating considerations |
ISO 19901-1:2005 gives general requirements for the determination and use of meteorological and oceanographic (metocean) conditions for the design, construction and operation of offshore structures of all types used in the petroleum and natural gas industries.
|
Withdrawn |
2005-11 |
Edition : 1 |
Number of pages : 135 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 4568:2006 |
Shipbuilding — Sea-going vessels — Windlasses and anchor capstans |
ISO 4568:2006 specifies requirements for the design, construction, safety, performance and acceptance testing of windlasses and anchor capstans.
ISO 4568:2006 is applicable to windlasses and anchor capstans of sea-going vessels which have electric, hydraulic, steam or external drive.
|
Withdrawn |
2006-12 |
Edition : 3 |
Number of pages : 9 |
Technical Committee |
47.040
Seagoing vessels
|
| ISO 19901-1:2015 |
Petroleum and natural gas industries — Specific requirements for offshore structures — Part 1: Metocean design and operating considerations |
ISO 19901-1:2015 gives general requirements for the determination and use of meteorological and oceanographic (metocean) conditions for the design, construction and operation of offshore structures of all types used in the petroleum and natural gas industries.
The requirements are divided into two broad types:
- those that relate to the determination of environmental conditions in general, together with the metocean parameters that are required to adequately describe them;
- those that relate to the characterization and use of metocean parameters for the design, the construction activities or the operation of offshore structures.
The environmental conditions and metocean parameters discussed are:
- extreme and abnormal values of metocean parameters that recur with given return periods that are considerably longer than the design service life of the structure,
- long-term distributions of metocean parameters, in the form of cumulative, conditional, marginal or joint statistics of metocean parameters, and
- normal environmental conditions that are expected to occur frequently during the design service life of the structure.
Metocean parameters are applicable to:
- the determination of actions for the design of new structures,
- the determination of actions for the assessment of existing structures,
- the site-specific assessment of mobile offshore units,
- the determination of limiting environmental conditions, weather windows, actions and action effects for pre-service and post-service situations (i.e. fabrication, transportation and installation or decommissioning and removal of a structure), and
- the operation of the platform, where appropriate.
NOTE Specific metocean requirements for site-specific assessment of jack-ups are contained in ISO 19905‑1, for arctic offshore structures in ISO 19906 and for topside structures in ISO 19901‑3.
|
Published |
2015-10 |
Edition : 2 |
Number of pages : 206 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO/CD 19901-1 |
Petroleum and natural gas industries — Specific requirements for offshore structures — Part 1: Metocean design and operating considerations |
ISO 19901-1:2015 gives general requirements for the determination and use of meteorological and oceanographic (metocean) conditions for the design, construction and operation of offshore structures of all types used in the petroleum and natural gas industries.
The requirements are divided into two broad types:
- those that relate to the determination of environmental conditions in general, together with the metocean parameters that are required to adequately describe them;
- those that relate to the characterization and use of metocean parameters for the design, the construction activities or the operation of offshore structures.
The environmental conditions and metocean parameters discussed are:
- extreme and abnormal values of metocean parameters that recur with given return periods that are considerably longer than the design service life of the structure,
- long-term distributions of metocean parameters, in the form of cumulative, conditional, marginal or joint statistics of metocean parameters, and
- normal environmental conditions that are expected to occur frequently during the design service life of the structure.
Metocean parameters are applicable to:
- the determination of actions for the design of new structures,
- the determination of actions for the assessment of existing structures,
- the site-specific assessment of mobile offshore units,
- the determination of limiting environmental conditions, weather windows, actions and action effects for pre-service and post-service situations (i.e. fabrication, transportation and installation or decommissioning and removal of a structure), and
- the operation of the platform, where appropriate.
NOTE Specific metocean requirements for site-specific assessment of jack-ups are contained in ISO 19905‑1, for arctic offshore structures in ISO 19906 and for topside structures in ISO 19901‑3.
|
Under development |
|
Edition : 3 |
|
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 19901-2:2004 |
Petroleum and natural gas industries — Specific requirements for offshore structures — Part 2: Seismic design procedures and criteria |
ISO 19901-2:2004 contains requirements for defining the seismic design procedures and criteria for offshore structures; guidance on the requirements is included. The requirements are applicable to fixed steel structures and fixed concrete structures. The effects of seismic events on floating structures and partially buoyant structures are also briefly discussed. The site-specific assessment of jack-ups in elevated condition is only covered in ISO 19901-2:2004 to the extent that the requirements are applicable.
Only earthquake-induced ground motions are addressed in detail. Other geologically-induced hazards such as liquefaction, slope instability, faults, tsunamis, mud volcanoes and shock waves are mentioned and briefly discussed.
The requirements are intended to reduce risks to persons, the environment, and assets to the lowest levels that are reasonably practicable. This intent is achieved by using seismic design procedures which are dependent on the platform's exposure level and the expected intensity of seismic events and a two-level seismic design check in which the structure is designed to the ultimate limit state (ULS) for strength and stiffness and then checked to abnormal environmental events or the accidental limit state (ALS) to ensure that it meets reserve strength and energy dissipation requirements.
For high seismic areas and/or high exposure level fixed structures, a site-specific seismic hazard assessment is required; for such cases, the procedures and requirements for a site-specific probabilistic seismic hazard analysis (PSHA) are addressed. However, a thorough explanation of PSHA procedures is not included.
Where a simplified design approach is allowed, worldwide offshore maps are included that show the intensity of ground shaking corresponding to a return period of 1 000 years. In such cases, these maps may be used with corresponding scale factors to determine appropriate seismic actions for the design of a structure.
|
Withdrawn |
2004-11 |
Edition : 1 |
Number of pages : 46 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 19901-2:2017 |
Petroleum and natural gas industries — Specific requirements for offshore structures — Part 2: Seismic design procedures and criteria |
ISO 19901-2:2017 contains requirements for defining the seismic design procedures and criteria for offshore structures; guidance on the requirements is included in Annex A. The requirements focus on fixed steel offshore structures and fixed concrete offshore structures. The effects of seismic events on floating structures and partially buoyant structures are briefly discussed. The site-specific assessment of jack-ups in elevated condition is only covered in ISO 19901-2:2017 to the extent that the requirements are applicable.
Only earthquake-induced ground motions are addressed in detail. Other geologically induced hazards such as liquefaction, slope instability, faults, tsunamis, mud volcanoes and shock waves are mentioned and briefly discussed.
The requirements are intended to reduce risks to persons, the environment, and assets to the lowest levels that are reasonably practicable. This intent is achieved by using:
a) seismic design procedures which are dependent on the exposure level of the offshore structure and the expected intensity of seismic events;
b) a two-level seismic design check in which the structure is designed to the ultimate limit state (ULS) for strength and stiffness and then checked to abnormal environmental events or the abnormal limit state (ALS) to ensure that it meets reserve strength and energy dissipation requirements.
Procedures and requirements for a site-specific probabilistic seismic hazard analysis (PSHA) are addressed for offshore structures in high seismic areas and/or with high exposure levels. However, a thorough explanation of PSHA procedures is not included.
Where a simplified design approach is allowed, worldwide offshore maps, which are included in Annex B, show the intensity of ground shaking corresponding to a return period of 1 000 years. In such cases, these maps may be used with corresponding scale factors to determine appropriate seismic actions for the design of a structure.
For design of fixed steel offshore structures, further specific requirements and recommended values of design parameters (e.g. partial action and resistance factors) are included in ISO 19902, while those for fixed concrete offshore structures are contained in ISO 19903. Seismic requirements for floating structures are contained in ISO 19904, for site-specific assessment of jack-ups and other MOUs in ISO 19905 (all parts), for arctic structures in ISO 19906 and for topsides structures in ISO 19901‑3.
|
Withdrawn |
2017-11 |
Edition : 2 |
Number of pages : 53 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 19901-7:2005 |
Petroleum and natural gas industries — Specific requirements for offshore structures — Part 7: Stationkeeping systems for floating offshore structures and mobile offshore units |
ISO 19901-7:2005 specifies methodologies for a) the design, analysis and evaluation of stationkeeping systems for floating structures used by the oil and gas industries to support production, storage, drilling, well intervention and production, production and storage, drilling, well intervention, production and storage, and b) the assessment of stationkeeping systems for site-specific applications of mobile offshore units (e.g. mobile offshore drilling units, construction units, and pipelay units).
|
Withdrawn |
2005-12 |
Edition : 1 |
Number of pages : 117 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 19901-2:2022 |
Petroleum and natural gas industries — Specific requirements for offshore structures — Part 2: Seismic design procedures and criteria |
This document contains requirements for defining the seismic design procedures and criteria for offshore structures; guidance on the requirements is included in Annex A. The requirements focus on fixed steel offshore structures and fixed concrete offshore structures. The effects of seismic events on floating structures and partially buoyant structures are briefly discussed. The site-specific assessment of jack-ups in elevated condition is only covered in this document to the extent that the requirements are applicable.
Only earthquake-induced ground motions are addressed in detail. Other geologically induced hazards such as liquefaction, slope instability, faults, tsunamis, mud volcanoes and shock waves are mentioned and briefly discussed.
The requirements are intended to reduce risks to persons, the environment, and assets to the lowest levels that are reasonably practicable. This intent is achieved by using:
a) seismic design procedures which are dependent on the exposure level of the offshore structure and the expected intensity of seismic events;
b) a two-level seismic design check in which the structure is designed to the ultimate limit state (ULS) for strength and stiffness and then checked to abnormal environmental events or the abnormal limit state (ALS) to ensure that it meets reserve strength and energy dissipation requirements.
Procedures and requirements for a site-specific probabilistic seismic hazard analysis (PSHA) are addressed for offshore structures in high seismic areas and/or with high exposure levels. However, a thorough explanation of PSHA procedures is not included.
Where a simplified design approach is allowed, worldwide offshore maps, which are included in Annex B, show the intensity of ground shaking corresponding to a return period of 1 000 years. In such cases, these maps can be used with corresponding scale factors to determine appropriate seismic actions for the design of a structure, unless more detailed information is available from local code or site-specific study.
NOTE For design of fixed steel offshore structures, further specific requirements and recommended values of design parameters (e.g. partial action and resistance factors) are included in ISO 19902, while those for fixed concrete offshore structures are contained in ISO 19903. Seismic requirements for floating structures are contained in ISO 19904, for site-specific assessment of jack-ups and other MOUs in the ISO 19905 series, for arctic structures in ISO 19906 and for topsides structures in ISO 19901‑3.
|
Published |
2022-06 |
Edition : 3 |
Number of pages : 55 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 19901-3:2010 |
Petroleum and natural gas industries — Specific requirements for offshore structures — Part 3: Topsides structure |
ISO 19901-3:2010 gives requirements for the design, fabrication, installation, modification and structural integrity management for the topsides structure for an oil and gas platform. It complements ISO 19902, ISO 19903, ISO 19904‑1, ISO 19905‑1 and ISO 19906, which give requirements for various forms of support structure. Requirements in ISO 19901-3:2010 concerning modifications and maintenance relate only to those aspects that are of direct relevance to the structural integrity of the topsides structure.
The actions on (structural components of) the topsides structure are derived from ISO 19901-3:2010, where necessary in combination with other International Standards in the ISO 19901 series. The resistances of structural components of the topsides structure can be determined by the use of international or national building codes, as specified in ISO 19901-3:2010. If any part of the topsides structure forms a primary structural component of the overall structural system of the whole platform, the requirements of ISO 19901-3:2010 are supplemented with applicable requirements in ISO 19902, ISO 19903, ISO 19904‑1, ISO 19905‑1 and ISO 19906.
ISO 19901-3:2010 is applicable to the topsides of offshore structures for the petroleum and natural gas industries, as follows:
topsides of fixed offshore structures;
discrete structural units placed on the hull structures of floating offshore structures and mobile offshore units;
certain aspects of the topsides of arctic structures.
ISO 19901-3:2010 is not applicable to those parts of the superstructure of floating structures that form part of the overall structural system of the floating structure; these parts come under the provisions of ISO 19904‑1. ISO 19901-3:2010 only applies to the structure of modules on a floating structure that do not contribute to the overall integrity of the floating structural system.
ISO 19901-3:2010 is not applicable to the structure of hulls of mobile offshore units.
ISO 19901-3:2010 does not apply to those parts of floating offshore structures and mobile offshore units that are governed by the rules of a recognized certifying authority and which are wholly within the class rules.
Some aspects of ISO 19901-3:2010 are also applicable to those parts of the hulls of floating offshore structures and mobile offshore units that contain hydrocarbon processing, piping or storage.
ISO 19901-3:2010 contains requirements for, and guidance and information on, the following aspects of topsides structures:
design, fabrication, installation and modification;
in-service inspection and structural integrity management;
assessment of existing topsides structures;
reuse;
decommissioning, removal and disposal;
prevention, control and assessment of fire, explosions and other accidental events.
ISO 19901-3:2010 applies to structural components including the following:
primary and secondary structure in decks, module support frames and modules;
flare structures;
crane pedestal and other crane support arrangements;
helicopter landing decks (helidecks);
permanent bridges between separate offshore structures;
masts, towers and booms on offshore structures.
|
Withdrawn |
2010-12 |
Edition : 1 |
Number of pages : 116 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 19901-3:2014 |
Petroleum and natural gas industries — Specific requirements for offshore structures — Part 3: Topsides structure |
ISO 19901-3:2014 gives requirements for the design, fabrication, installation, modification and structural integrity management for the topsides structure for an oil and gas platform. It complements ISO 19902, ISO 19903, ISO 19904‑1, ISO 19905‑1 and ISO 19906, which give requirements for various forms of support structure. Requirements in this part of ISO 19901 concerning modifications and maintenance relate only to those aspects that are of direct relevance to the structural integrity of the topsides structure.
ISO 19901-3:2014 is applicable to the topsides of offshore structures for the petroleum and natural gas industries, as follows:
topsides of fixed offshore structures;
discrete structural units placed on the hull structures of floating offshore structures and mobile offshore units;
certain aspects of the topsides of arctic structures.
ISO 19901-3:2014 contains requirements for, and guidance and information on, the following aspects of topsides structures:
design, fabrication, installation and modification;
in-service inspection and structural integrity management;
assessment of existing topsides structures;
reuse;
decommissioning, removal and disposal;
prevention, control and assessment of fire, explosions and other accidental events.
ISO 19901-3:2014 applies to structural components including the following:
primary and secondary structure in decks, module support frames and modules;
flare structures;
crane pedestal and other crane support arrangements;
helicopter landing decks (helidecks);
permanent bridges between separate offshore structures;
masts, towers and booms on offshore structures.
|
Published |
2014-12 |
Edition : 2 |
Number of pages : 117 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO/DIS 19901-3 |
Petroleum and natural gas industries — Specific requirements for offshore structures — Part 3: Topsides structure |
|
Under development |
|
Edition : 3 |
Number of pages : 146 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 19901-4:2003 |
Petroleum and natural gas industries — Specific requirements for offshore structures — Part 4: Geotechnical and foundation design considerations |
ISO 19901-4:2003 contains requirements and recommendations for those aspects of geoscience and foundation engineering that are applicable to a broad range of offshore structures, rather than to a particular structure type. Such aspects are site characterization, soil and rock characterization, and design and installation of foundations supported by the seabed (shallow foundations) and the identification of hazards.
Aspects of soil mechanics and foundation engineering that apply equally to offshore and onshore structures are not addressed. The user of this part of ISO 19901-4:2003 is expected to be familiar with such aspects.
|
Withdrawn |
2003-08 |
Edition : 1 |
Number of pages : 34 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 19904-1:2006 |
Petroleum and natural gas industries — Floating offshore structures — Part 1: Monohulls, semi-submersibles and spars |
ISO 19904-1:2006 provides requirements and guidance for the structural design and/or assessment of floating offshore platforms used by the petroleum and natural gas industries to support production, storage and/or offloading, drilling and production, production, storage and offloading, and drilling, production, storage and offloading.
|
Withdrawn |
2006-11 |
Edition : 1 |
Number of pages : 180 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 19901-4:2016 |
Petroleum and natural gas industries — Specific requirements for offshore structures — Part 4: Geotechnical and foundation design considerations |
ISO 19901-4:2016 contains provisions for those aspects of geoscience and foundation engineering that are applicable to a broad range of offshore structures, rather than to a particular structure type. Such aspects are:
- site and soil characterization;
- identification of hazards;
- design and installation of shallow foundations supported by the seabed;
- design and installation of pile foundations;
- soil-structure interaction for auxiliary structures, e.g. subsea production systems, risers and flowlines (guidance given in A.10);
- design of anchors for the stationkeeping systems of floating structures (guidance given in A.11).
Particular requirements for marine soil investigations are detailed in ISO 19901‑8.
Aspects of soil mechanics and foundation engineering that apply equally to offshore and onshore structures are not addressed. The user of this part of ISO 19901 is expected to be familiar with such aspects.
ISO 19901‑4 outlines methods developed primarily for the design of shallow foundations with an embedded length (L) to diameter (D) ratio L/D < 1 (Clause 7) and relatively long and flexible pile foundations with L/D > 10 (Clause 8). This part of ISO 19901 does not apply to intermediate foundations with 1 < L/D < 10. Such intermediate foundations, often known as 'caisson foundations', comprise either shallow foundations with skirts penetrating deeper into the seabed than the width of the foundation, or shorter, more rigid and larger diameter piles than those traditionally used for founding offshore structures. The design of such foundations can require specific analysis methods; it is important that any extrapolation from the design methods described in this part of ISO 19901 to intermediate foundations be treated with care and assessed by a geotechnical specialist.
|
Published |
2016-07 |
Edition : 2 |
Number of pages : 191 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO/DIS 19901-4 |
Petroleum and natural gas industries — Specific requirements for offshore structures — Part 4: Geotechnical design considerations |
|
Under development |
|
Edition : 3 |
Number of pages : 243 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 19901-5:2003 |
Petroleum and natural gas industries — Specific requirements for offshore structures — Part 5: Weight control during engineering and construction |
ISO 19901-5:2003 specifies requirements for controlling the weight and centre of gravity (CoG) by means of mass management during the engineering and construction of structures for the offshore environment. The provisions are applicable to offshore projects that include structures of all types and materials.
ISO 19901-5:2003 differentiates between projects where considerations with regard to weight and CoG have a high priority as a result of weight and/or CoG sensitivity, and projects where weight and CoG are of little consequence. This differentiation has been made by the introduction of three different classes of structure (Class A, Class B and Class C). Depending on the degree of control necessary, different clauses of ISO 19901 will apply; clause 4 provides guidelines for assigning one of these classes.
ISO 19901-5:2003 specifies quality requirements for reporting of weights and centres of gravity, specifies requirements for weight reporting, provides a basis for overall project status reports or management reports for all classes, specifies requirements for weight and load budgets for offshore installations, specifies the methods and requirements for the weighing of major assemblies and the determination of weight and centre of gravity, specifies requirements for weight information from suppliers, including weighing of equipment and bulk materials for offshore installations.
It may be used as a basis for planning and presentation of the contractor's weight-reporting system; as a basis for evaluation of the contractor's weight-reporting system; as a means of refining the structural analysis/model; as a contract reference between the ordering client and the contractor; and as a basis for costing.
|
Withdrawn |
2003-07 |
Edition : 1 |
Number of pages : 50 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 19901-5:2016 |
Petroleum and natural gas industries — Specific requirements for offshore structures — Part 5: Weight control during engineering and construction |
ISO 19901:2016 specifies requirements for controlling the weight and centre of gravity (CoG) by means of mass management during the engineering and construction of structures for the offshore environment. The provisions are applicable to offshore projects that include structures of all types (fixed and floating) and materials. These structures can be complete new installations or the modifications to existing installations. Maintaining the weight control of existing installations is not part of the main body of this part of ISO 19901, but some guidance on this is included in the Annex G.
ISO 19901:2016:
- specifies quality requirements for reporting of weights and centres of gravity;
- specifies requirements for weight reporting;
- provides a basis for overall project weight reports or management reports for all weight control classes;
- specifies requirements for weight and load budgets;
- specifies the methods and requirements for the weighing and the determination of weight and CoG of major assemblies;
- specifies requirements for weight information from suppliers, including weighing of equipment and bulk materials for offshore installations.
It can be used:
- as a basis for planning, evaluating and presenting the client's, contractor's or fabricator's weight management and reporting system;
- as a means of refining the structural analysis or model;
- as a contract reference between client, contractor and suppliers;
- as a basis for costing, scheduling or determining suitable fabrication method(s) or location(s).
|
Withdrawn |
2016-02 |
Edition : 2 |
Number of pages : 75 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 19901-5:2021 |
Petroleum and natural gas industries — Specific requirements for offshore structures — Part 5: Weight management |
This document specifies requirements for managing and controlling the weight and centre of gravity (CoG) of offshore facilities by means of mass management during all lifecycle phases including; conceptual design, front end engineering design (FEED), detail engineering, construction and operations. These can be new facilities (greenfield) or modifications to existing facilities (brownfield).
Weight management is necessary throughout operations, decommissioning and removal to facilitate structural integrity management (SIM). The provisions of this document are applicable to fixed and floating facilities of all types.
Weight management only includes items with static mass.
Snow and ice loads are excluded as they are not considered to be part of the facility. Dynamic loads are addressed in ISO 19904-1, ISO 19901-6 and ISO 19901-7.
This document specifies:
a) requirements for managing and controlling weights and CoGs of assemblies and entire facilities;
b) requirements for managing weight and CoG interfaces;
c) standardized terminology for weight and CoG estimating and reporting;
d) requirements for determining not-to-exceed (NTE) weights and budget weights;
e) requirements for weighing and determination of weight and centre of gravity (CoG) of tagged equipment, assemblies, modules and facilities;
This document can be used:
f) as a basis for costing, scheduling or determining suitable construction method(s) or location(s) and installation strategy;
g) as a basis for planning, evaluating and preparing a weight management plan and reporting system;
h) as a contract reference;
i) as a means of refining the structural analysis or model.
|
Published |
2021-11 |
Edition : 3 |
Number of pages : 65 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 19901-6:2009 |
Petroleum and natural gas industries — Specific requirements for offshore structures — Part 6: Marine operations |
ISO 19901-6:2009 provides requirements and guidance for the planning and engineering of marine operations, encompassing the design and analysis of the components, systems, equipment and procedures required to perform marine operations, as well as the methods or procedures developed to carry them out safely.
This part of ISO 19901 is applicable to marine operations for offshore structures, including steel and concrete gravity-base structures (GBS); piled steel structures and compliant towers; tension leg platforms (TLP); deep-draught floaters (DDF), including spars or deep-draught caisson vessels (DDCV); floating production semi-submersibles (FPSS); floating production, storage and offloading vessels (FPSO); other types of floating production systems (FPS); mobile offshore units (MOU); topsides and components of any of the above; subsea templates and similar structures; gravity, piled, drag-embedded and suction or other anchors; tendon foundations; and associated mooring systems.
This document is also applicable to modifications of existing structures, e.g. installation of additional topsides modules.
This part of ISO 19901 is not applicable to the following marine operations:
— construction activities, e.g. in a fabrication yard onshore, where there is no exposure to the marine — environment;
— drilling, processing and petrochemical activities;
— routine marine activities during the service life of the structure;
— drilling from mobile offshore drilling units (MODU);
— installation of pipelines, flowlines, risers and umbilicals;
— diving.
|
Published |
2009-12 |
Edition : 1 |
Number of pages : 165 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 19901-7:2013 |
Petroleum and natural gas industries — Specific requirements for offshore structures — Part 7: Stationkeeping systems for floating offshore structures and mobile offshore units |
ISO 19901-7:2013 specifies methodologies for
- the design, analysis and evaluation of stationkeeping systems for floating structures used by the oil and gas industries to support production, storage, drilling, well intervention and production, production and storage, drilling, well intervention, production and storage, and
- the assessment of stationkeeping systems for site-specific applications of mobile offshore units (e.g. mobile offshore drilling units, construction units, and pipelay units).
ISO 19901-7:2013 is applicable to the following types of stationkeeping systems, which are either covered directly in ISO 19901-7:2013 or through reference to other guidelines:
- spread moorings (catenary, taut-line and semi-taut-line moorings);
- single point moorings, anchored by spread mooring arrangements;
- dynamic positioning systems;
- thruster-assisted moorings.
Descriptions of the characteristics and of typical components of these systems are given in an informative annex.
The requirements of ISO 19901-7:2013 mainly address spread mooring systems and single point mooring systems with mooring lines composed of steel chain and wire rope. ISO 19901-7:2013 also provides guidance on the application of the methodology to synthetic fibre rope mooring systems, and includes additional requirements related to the unique properties of synthetic fibre ropes.
ISO 19901-7:2013 is applicable to single anchor leg moorings (SALMs) and other single point mooring systems (e.g. tower soft yoke systems) only to the extent to which the requirements are relevant.
ISO 19901-7:2013 is not applicable to the vertical moorings of tension leg platforms (TLPs).
|
Published |
2013-05 |
Edition : 2 |
Number of pages : 184 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO/CD 19901-7 |
Petroleum and natural gas industries — Specific requirements for offshore structures — Part 7: Stationkeeping systems for floating offshore structures and mobile offshore units |
ISO 19901-7:2013 specifies methodologies for
- the design, analysis and evaluation of stationkeeping systems for floating structures used by the oil and gas industries to support production, storage, drilling, well intervention and production, production and storage, drilling, well intervention, production and storage, and
- the assessment of stationkeeping systems for site-specific applications of mobile offshore units (e.g. mobile offshore drilling units, construction units, and pipelay units).
ISO 19901-7:2013 is applicable to the following types of stationkeeping systems, which are either covered directly in ISO 19901-7:2013 or through reference to other guidelines:
- spread moorings (catenary, taut-line and semi-taut-line moorings);
- single point moorings, anchored by spread mooring arrangements;
- dynamic positioning systems;
- thruster-assisted moorings.
Descriptions of the characteristics and of typical components of these systems are given in an informative annex.
The requirements of ISO 19901-7:2013 mainly address spread mooring systems and single point mooring systems with mooring lines composed of steel chain and wire rope. ISO 19901-7:2013 also provides guidance on the application of the methodology to synthetic fibre rope mooring systems, and includes additional requirements related to the unique properties of synthetic fibre ropes.
ISO 19901-7:2013 is applicable to single anchor leg moorings (SALMs) and other single point mooring systems (e.g. tower soft yoke systems) only to the extent to which the requirements are relevant.
ISO 19901-7:2013 is not applicable to the vertical moorings of tension leg platforms (TLPs).
|
Under development |
|
Edition : 3 |
|
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 19901-8:2014 |
Petroleum and natural gas industries — Specific requirements for offshore structures — Part 8: Marine soil investigations |
ISO 19901-8:2014 specifies requirements, and provides recommendations and guidelines for marine soil investigations regarding:
a) objectives, planning and execution of marine soil investigations;
b) deployment of investigation equipment;
c) drilling and logging;
d) in situ testing;
e) sampling;
f) laboratory testing; and
g) reporting.
Rock materials are only covered by ISO 19901-8:2014 to the extent that ordinary marine soil investigation tools can be used, e.g. for chalk, calcareous soils, cemented soils or similar soft rock.
ISO 19901-8:2014 is intended for clients, soil investigation contractors, designers, installation contractors, geotechnical laboratories and public and regulatory authorities concerned with marine soil investigations for any type of offshore and nearshore structures, or geohazard assessment studies, for petroleum and natural gas industries.
|
Published |
2014-12 |
Edition : 1 |
Number of pages : 139 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO/FDIS 19901-8 |
Oil and Gas Industries including lower carbon energy — Offshore Structures — Part 8: Marine soil investigations |
ISO 19901-8:2014 specifies requirements, and provides recommendations and guidelines for marine soil investigations regarding:
a) objectives, planning and execution of marine soil investigations;
b) deployment of investigation equipment;
c) drilling and logging;
d) in situ testing;
e) sampling;
f) laboratory testing; and
g) reporting.
Rock materials are only covered by ISO 19901-8:2014 to the extent that ordinary marine soil investigation tools can be used, e.g. for chalk, calcareous soils, cemented soils or similar soft rock.
ISO 19901-8:2014 is intended for clients, soil investigation contractors, designers, installation contractors, geotechnical laboratories and public and regulatory authorities concerned with marine soil investigations for any type of offshore and nearshore structures, or geohazard assessment studies, for petroleum and natural gas industries.
|
Under development |
|
Edition : 2 |
|
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 19901-9:2019 |
Petroleum and natural gas industries — Specific requirements for offshore structures — Part 9: Structural integrity management |
This document specifies principles for the structural integrity management (SIM) of offshore structures subjected to known or foreseeable types of actions.
This document specifies requirements and provides recommendations applicable to the following types of fixed steel offshore structures for the petroleum and natural gas industries:
— caissons, free-standing and braced;
— jackets;
— monotowers;
— towers.
This document is applicable to topsides, including but not limited to the main decks, deck legs, topsides modules, crane pedestals, helideck, drilling derrick, skid beams, flare booms, exhaust towers, radio tower, conductor support frames, and lifeboat davits. In addition, it is applicable to compliant bottom founded structures, steel gravity structures, jack-ups, other bottom founded structures and other structures related to offshore structures (e.g. underwater oil storage tanks, bridges and connecting structures), to the extent to which its requirements are relevant.
This document contains requirements for planning and engineering of the following tasks:
a) integrity management data requirements;
b) in-service inspection and integrity management of both new and existing structures;
c) assessment of existing structures;
d) evaluation of structures for reuse at different locations;
e) evaluation of structures for their future removal.
|
Published |
2019-07 |
Edition : 1 |
Number of pages : 143 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 19901-10:2021 |
Petroleum and natural gas industries — Specific requirements for offshore structures — Part 10: Marine geophysical investigations |
This document provides requirements and guidelines for marine geophysical investigations. It is applicable to operators/end users, contractors and public and regulatory authorities concerned with marine site investigations for offshore structures for petroleum and natural gas industries.
This document provides requirements, specifications, and guidance for:
a) objectives, planning, and quality management;
b) positioning;
c) seafloor mapping, including instrumentation and acquisition parameters, acquisition methods, and deliverables;
d) sub-seafloor mapping, including seismic instrumentation and acquisition parameters, and non-seismic-reflection methods;
e) reporting;
f) data integration, interpretation, and investigation of geohazards.
This document is applicable to investigation of the seafloor and the sub-seafloor, from shallow coastal waters to water depths of 3 000 m and more. It provides guidance for the integration of the results from marine soil investigations and marine geophysical investigations with other relevant datasets.
NOTE 1 The depth of interest for sub-seafloor mapping depends on the objectives of the investigation. For offshore construction, the depths of investigation are typically in the range 1 m below seafloor to 200 m below seafloor. Some methods for sub-seafloor mapping can also achieve much greater investigation depths, for example for assessing geohazards for hydrocarbon well drilling.
There is a fundamental difference between seafloor mapping and sub-seafloor mapping: seafloor signal resolution can be specified, while sub-seafloor signal resolution and penetration cannot. This document therefore contains requirements for the use of certain techniques for certain types of seafloor mapping and sub-seafloor mapping (similarly, requirements are given for certain aspects of data processing). If other techniques can be shown to obtain the same information, with the same or better resolution and accuracy, then those techniques may be used.
Mapping of pre-drilling well-site geohazards beneath the seafloor is part of the scope of this document.
NOTE 2 This implies depths of investigation that are typically 200 m below the first pressure-containment casing string or 1 000 m below the seafloor, whichever is greatest. Mapping of pre-drilling well-site geohazards is therefore the deepest type of investigation covered by this document.
In this document, positioning information relates only to the positioning of survey platforms, sources and receivers. The processes used to determine positions of seafloor and sub-seafloor data points are not covered in this document.
Guidance only is given in this document for the use of marine shear waves (A.8.3.3), marine surface waves (A.8.3.4), electrical resistivity imaging (A.8.3.5) and electromagnetic imaging (A.8.3.6).
|
Published |
2021-03 |
Edition : 1 |
Number of pages : 81 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 19902:2007 |
Petroleum and natural gas industries — Fixed steel offshore structures |
ISO 19902:2007 specifies requirements and provides recommendations applicable to the following types of fixed steel offshore structures for the petroleum and natural gas industries: caissons, free-standing and braced; jackets; monotowers; towers.
In addition, it is applicable to compliant bottom founded structures, steel gravity structures, jack-ups, other bottom founded structures and other structures related to offshore structures (such as underwater oil storage tanks, bridges and connecting structures), to the extent to which its requirements are relevant.
It contains requirements for planning and engineering of the following tasks: design, fabrication, transportation and installation of new structures as well as their future removal; in-service inspection and integrity management of both new and existing structures; assessment of existing structures; evaluation of structures for reuse at different locations.
|
Withdrawn |
2007-12 |
Edition : 1 |
Number of pages : 622 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 19902:2007/Amd 1:2013 |
Petroleum and natural gas industries — Fixed steel offshore structures — Amendment 1 |
|
Withdrawn |
2013-08 |
Edition : 1 |
Number of pages : 14 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 19902:2020 |
Petroleum and natural gas industries — Fixed steel offshore structures |
This document specifies requirements and provides recommendations applicable to the following types of fixed steel offshore structures for the petroleum and natural gas industries:
? caissons, free-standing and braced;
? jackets;
? monotowers;
? towers.
In addition, it is applicable to compliant bottom founded structures, steel gravity structures, jack-ups, other bottom founded structures and other structures related to offshore structures (such as underwater oil storage tanks, bridges and connecting structures).
This document contains requirements for planning and engineering of the design, fabrication, transportation and installation of new structures as well as, if relevant, their future removal.
NOTE 1 Specific requirements for the design of fixed steel offshore structures in arctic environments are presented in ISO 19906.
NOTE 2 Requirements for topsides structures are presented in ISO 19901-3; for marine operations in, ISO 19901‑6; for structural integrity management, in ISO 19901-9 and for the site-specific assessment of jack-ups, in ISO 19905‑1.
|
Published |
2020-11 |
Edition : 2 |
Number of pages : 565 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 19903:2006 |
Petroleum and natural gas industries — Fixed concrete offshore structures |
ISO 19903:2006 specifies requirements and provides recommendations applicable to fixed concrete offshore structures for the petroleum and natural gas industries, and specifically addresses the design, construction, transportation and installation of new structures, including requirements for in-service inspection and possible removal of structures, the assessment of structures in service, and the assessment of structures for reuse at other locations.
|
Withdrawn |
2006-12 |
Edition : 1 |
Number of pages : 119 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 19903:2019 |
Petroleum and natural gas industries — Concrete offshore structures |
This document specifies requirements and provides recommendations applicable to fixed, floating and grounded concrete offshore structures for the petroleum and natural gas industries and for structures supporting nationally-important power generation, transmission or distribution facility. This document specifically addresses
— the design, construction, transportation and installation of new structures, including requirements for in-service inspection and possible removal of structures,
— the assessment of structures in service, and
— the assessment of structures for reuse at other locations.
This document is intended to cover the engineering processes needed for the major engineering disciplines to establish a facility for offshore operation.
|
Published |
2019-08 |
Edition : 2 |
Number of pages : 115 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 19904-1:2019 |
Petroleum and natural gas industries — Floating offshore structures — Part 1: Ship-shaped, semi-submersible, spar and shallow-draught cylindrical structures |
This document provides requirements and guidance for the structural design and/or assessment of floating offshore platforms used by the petroleum and natural gas industries to support the following functions:
— production;
— storage and/or offloading;
— drilling and production;
— production, storage and offloading;
— drilling, production, storage and offloading.
NOTE 1 Floating offshore platforms are often referred to using a variety of abbreviations, e.g. FPS, FSU, FPSO (see Clauses 3 and 4), in accordance with their intended mission.
NOTE 2 In this document, the term "floating structure", sometimes shortened to "structure", is used as a generic term to indicate the structural systems of any member of the classes of platforms defined above.
NOTE 3 In some cases, floating platforms are designated as "early production platforms". This term relates merely to an asset development strategy. For the purposes of this document, the term "production" includes "early production".
This document is not applicable to the structural systems of mobile offshore units (MOUs). These include, among others, the following:
— floating structures intended primarily to perform drilling and/or well intervention operations (often referred to as MODUs), even when used for extended well test operations;
— floating structures used for offshore construction operations (e.g. crane barges or pipelay barges), for temporary or permanent offshore living quarters (floatels), or for transport of equipment or products (e.g. transportation barges, cargo barges), for which structures reference is made to relevant recognized classification society (RCS) rules.
This document is applicable to all possible life-cycle stages of the structures defined above, such as:
— design, construction and installation of new structures, including requirements for inspection, integrity management and future removal,
— structural integrity management covering inspection and assessment of structures in-service, and
— conversion of structures for different use (e.g. a tanker converted to a production platform) or re‑use at different locations.
The following types of floating structure are explicitly considered within the context of this document:
a) ship-shaped structures and barges;
b) semi-submersibles;
c) spars;
d) shallow-draught cylindrical structures.
In addition to the structural types listed above, this document covers other floating platforms intended to perform the above functions, consisting of partially submerged buoyant hulls made up of any combination of plated and space frame components. These other structures can have a great range of variability in geometry and structural forms (e.g. tension leg platforms) and, therefore, can be only partly covered by the requirements of this document. In other cases, specific requirements stated in this document can be found not to apply to all or part of a structure under consideration.
NOTE 4 Requirements for topsides structures are presented in ISO 19901-3.
In the above cases, conformity with this document requires the design to be based upon its underpinning principles and to achieve a level of safety equivalent, or superior, to the level implicit in it.
NOTE 5 The speed of evolution of offshore technology often far exceeds the pace at which the industry achieves substantial agreement on innovation in structural concepts, structural shapes or forms, structural components and associated analysis and design practices, which are continuously refined and enhanced. On the other hand, International Standards can only capture explicit industry consensus, which requires maturation and acceptance of new ideas. Consequently, advanced structural concepts can, in some cases, only be partly covered by the requirements of this document.
This document is applicable to steel floating structures. The principles documented herein are, however, considered to be generally applicable to structures fabricated in materials other than steel.
|
Published |
2019-05 |
Edition : 2 |
Number of pages : 200 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 19905-1:2012 |
Petroleum and natural gas industries — Site-specific assessment of mobile offshore units — Part 1: Jack-ups |
ISO 19905-1:2012 specifies requirements and guidance for the site-specific assessment of independent leg jack‑up units for use in the petroleum and natural gas industries. It addresses
manned non-evacuated, manned evacuated and unmanned jack‑ups;
the installed phase at a specific site.
To ensure acceptable reliability, the provisions of ISO 19905-1:2012 form an integrated approach, which is used in its entirety for the site-specific assessment of a jack‑up.
ISO 19905-1:2012 does not apply specifically to mobile offshore drilling units operating in regions subject to sea ice and icebergs. When assessing a jack-up operating in such areas, it is intended that the assessor supplement the provisions of ISO 19905-1:2012 with the provisions relating to ice actions and procedures for ice management contained in ISO 19906.
ISO 19905-1:2012 does not address design, transportation to and from site, or installation and removal from site. However, it is advisable that the assumptions used in the assessment be checked against the as-installed configuration.
To ensure that the design of the jack‑up is sound and the structure is adequately maintained, ISO 19905-1:2012 is applicable only to independent leg jack‑ups that either:
hold a valid classification society certification from a recognized classification society (RCS) throughout the duration of the operation at the specific site subject to assessment, or
have been verified by an independent competent body to be structurally fit for purpose for elevated situations and are subject to periodic inspection, both to the standards of an RCS.
Jack‑ups that do not comply with this requirement are assessed according to the provisions of ISO 19902, supplemented by methodologies from ISO 19905-1:2012, where applicable.
|
Withdrawn |
2012-08 |
Edition : 1 |
Number of pages : 309 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 19905-1:2016 |
Petroleum and natural gas industries — Site-specific assessment of mobile offshore units — Part 1: Jack-ups |
ISO 19905-1:2016 specifies requirements and guidance for the site-specific assessment of independent leg jack‑up units for use in the petroleum and natural gas industries. It addresses:
manned non-evacuated, manned evacuated and unmanned jack‑ups;
the installed phase at a specific site.
To ensure acceptable reliability, the provisions of this part of ISO 19905 form an integrated approach, which is used in its entirety for the site-specific assessment of a jack‑up.
This part of ISO 19905 does not apply specifically to mobile offshore drilling units operating in regions subject to sea ice and icebergs. When assessing a jack-up operating in such areas, it is intended that the assessor supplement the provisions of this part of ISO 19905 with the provisions relating to ice actions and procedures for ice management contained in ISO 19906.
This part of ISO 19905 does not address design, transportation to and from site, or installation and removal from site. However, it is advisable that the assumptions used in the assessment be checked against the as‑installed configuration.
To ensure that the design of the jack‑up is sound and the structure is adequately maintained, this part of ISO 19905 is applicable only to independent leg jack‑ups that either:
- hold a valid classification society certification from a recognized classification society (RCS) throughout the duration of the operation at the specific site subject to assessment; or
- have been verified by an independent competent body to be structurally fit for purpose for elevated situations and are subject to periodic inspection, both to the standards of an RCS.
NOTE 1 An RCS is an International Association of Classification Societies (IACS) member body, meeting the RCS definition given in 3.52.
Jack‑ups that do not comply with this requirement are assessed according to the provisions of ISO 19902, supplemented by methodologies from this part of ISO 19905, where applicable.
NOTE 2 Future revisions of this part of ISO 19905 can be expanded to cover mat-supported jack‑ups.
NOTE 3 Well conductors are a safety-critical element for jack‑up operations. However, the integrity of well conductors is not part of the site-specific assessment process for jack‑ups and is, therefore, not addressed in this part of ISO 19905. Annex A provides references to other publications addressing this topic.
Note 4 RCS rules and the IMO MODU code provide guidance for the design of jack-ups.
|
Published |
2016-01 |
Edition : 2 |
Number of pages : 320 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO/FDIS 19905-1 |
Petroleum and natural gas industries — Site-specific assessment of mobile offshore units — Part 1: Jack-ups |
|
Under development |
|
Edition : 3 |
|
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO/TR 19905-2:2012 |
Petroleum and natural gas industries — Site-specific assessment of mobile offshore units — Part 2: Jack-ups commentary and detailed sample calculation |
ISO/TR 19905-2:2012 provides a commentary to some clauses of ISO 19905-1 including background information, supporting documentation, and additional or alternative calculation methods as applicable and also provides a detailed sample 'go-by' calculation. ISO 19905-1 specifies requirements and guidance for the site-specific assessment of independent leg jack‑up units for use in the petroleum and natural gas industries.
|
Published |
2012-12 |
Edition : 1 |
Number of pages : 299 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 19905-3:2017 |
Petroleum and natural gas industries — Site-specific assessment of mobile offshore units — Part 3: Floating unit |
ISO 19905-3 specifies requirements and gives guidance for the site-specific assessment of mobile floating units for use in the petroleum and natural gas industries. It addresses the installed phase, at a specific site, of manned non-evacuated, manned evacuated and unmanned mobile floating units.
ISO 19905-3 addresses mobile floating units that are monohull (e.g. ship-shaped vessels or barges); column-stabilized, commonly referred to as semi-submersibles; or other hull forms (e.g. cylindrical/conical shaped). It is not applicable to tension leg platforms. Stationkeeping can be provided by a mooring system, a thruster assisted mooring system, or dynamic positioning. The function of the unit can be broad, including drilling, floatel, tender assist, etc. In situations where hydrocarbons are being produced, there can be additional requirements.
The requirements of ISO 19905-3 apply to the hull and stationkeeping system for all types of mobile units. The activity specific operating guideline document requirements can be modified to be appropriate to the situation being assessed.
ISO 19905-3 does not address all site considerations, and certain specific locations can require additional assessment.
ISO 19905-3 is applicable only to mobile floating units that are structurally sound and adequately maintained, which is normally demonstrated through holding a valid RCS classification certificate.
ISO 19905-3 does not address design, transportation to and from site, or installation and removal from site.
ISO 19905-3 sets out the requirements for site-specific assessments, but generally relies on other documents to supply the details of how the assessments are to be undertaken. In general:
- ISO 19901‑7 is referenced for the assessment of the stationkeeping system;
- ISO 19904‑1 is referenced to determine the metocean actions on the unit;
- ISO 19906 is referenced for arctic and cold regions;
- the hull structure and airgap are assessed by use of a comparison between the site-specific metocean conditions and its design conditions, as set out in the RCS approved operations manual;
- ISO 13624‑1 and ISO/TR 13624‑2[1] are referenced for the assessment of the marine drilling riser of mobile floating drilling units. Equivalent alternative methodologies can be used;
- IMCA M 220[5] is referenced for developing an activity specific operating guidelines. Agreed alternative methodologies can be used.
NOTE 1 The scope of ISO 19904‑1 specifically states that its requirements do not apply to mobile units, but the methodologies given for assessing metocean actions can be used.
NOTE 2 RCS rules and the IMO MODU code[4] provide guidance for design and general operation of mobile floating units.
|
Withdrawn |
2017-10 |
Edition : 1 |
Number of pages : 21 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 4568:1986 |
Shipbuilding — Sea-going vessels — Windlasses and anchor capstans |
Specifies requirements for the design, construction, safety, performance, and acceptance tests of windlasses and anchor capstans having electric, hydraulic, steam or external drive.
|
Withdrawn |
1986-12 |
Edition : 2 |
Number of pages : 6 |
Technical Committee |
47.040
Seagoing vessels
|
| ISO 7222:1985 |
Shipbuilding — Shipborne barges, series 2 — Main dimensions |
Specifies also the dimensions of the principal constructional elements and gives a definition.
|
Published |
1985-03 |
Edition : 1 |
Number of pages : 4 |
Technical Committee |
47.060
Inland navigation vessels
|
| ISO 19905-3:2021 |
Petroleum and natural gas industries — Site-specific assessment of mobile offshore units — Part 3: Floating units |
This document specifies requirements and recommendations for the site-specific assessment of mobile floating units for use in the petroleum and natural gas industries. It addresses the installed phase, at a specific site, of manned non-evacuated, manned evacuated and unmanned mobile floating units.
This document addresses mobile floating units that are monohull (e.g. ship-shaped vessels or barges); column-stabilized, commonly referred to as semi-submersibles; or other hull forms (e.g. cylindrical/conical shaped). It is not applicable to tension leg platforms. Stationkeeping can be provided by a mooring system, a thruster assisted mooring system, or dynamic positioning. The function of the unit can be broad, including drilling, floatel, tender assist, etc. In situations where hydrocarbons are being produced, there can be additional requirements.
This document does not address all site considerations, and certain specific locations can require additional assessment.
This document is applicable only to mobile floating units that are structurally sound and adequately maintained, which is normally demonstrated through holding a valid RCS classification certificate.
This document does not address design, transportation to and from site, or installation and removal from site.
This document sets out the requirements for site-specific assessments, but generally relies on other documents to supply the details of how the assessments are to be undertaken. In general:
— ISO 19901‑7 is referenced for the assessment of the stationkeeping system;
— ISO 19904‑1 is referenced to determine the effects of the metocean actions on the unit;
— ISO 19906 is referenced for arctic and cold regions;
— the hull structure and air gap are assessed by use of a comparison between the site-specific metocean conditions and its design conditions, as set out in the RCS approved operations manual;
— ISO 13624‑1 and ISO/TR 13624‑2[1] are referenced for the assessment of the marine drilling riser of mobile floating drilling units. Equivalent alternative methodologies can be used;
— IMCA M 220 is referenced for developing an activity specific operating guidelines. Agreed alternative methodologies can be used.
NOTE RCS rules and the IMO MODU code[13] provide guidance for design and general operation of mobile floating units.
|
Published |
2021-03 |
Edition : 2 |
Number of pages : 22 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 19906:2010 |
Petroleum and natural gas industries — Arctic offshore structures |
ISO 19906:2010 specifies requirements and provides recommendations and guidance for the design, construction, transportation, installation and removal of offshore structures, related to the activities of the petroleum and natural gas industries in arctic and cold regions. Reference to arctic and cold regions in ISO 19906:2010 is deemed to include both the Arctic and other cold regions that are subject to similar sea ice, iceberg and icing conditions. The objective of ISO 19906:2010 is to ensure that offshore structures in arctic and cold regions provide an appropriate level of reliability with respect to personnel safety, environmental protection and asset value to the owner, to the industry and to society in general.
ISO 19906:2010 does not contain requirements for the operation, maintenance, service-life inspection or repair of arctic and cold region offshore structures, except where the design strategy imposes specific requirements.
While ISO 19906:2010 does not apply specifically to mobile offshore drilling units (see ISO 19905‑1), the procedures relating to ice actions and ice management contained herein are applicable to the assessment of such units.
ISO 19906:2010 does not apply to mechanical, process and electrical equipment or any specialized process equipment associated with arctic and cold region offshore operations except in so far as it is necessary for the structure to sustain safely the actions imposed by the installation, housing and operation of such equipment.
|
Withdrawn |
2010-12 |
Edition : 1 |
Number of pages : 465 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 19906:2019 |
Petroleum and natural gas industries — Arctic offshore structures |
This document specifies requirements and provides recommendations and guidance for the design, construction, transportation, installation and decommissioning of offshore structures related to the activities of the petroleum and natural gas industries in arctic and cold regions. Reference to arctic and cold regions in this document is deemed to include both the Arctic and other locations characterized by low ambient temperatures and the presence or possibility of sea ice, icebergs, icing conditions, persistent snow cover, and/or permafrost.
The objective of this document is to ensure that complete structures, including substructures, topsides structures, floating production vessel hulls, foundations and mooring systems, in arctic and cold regions provide an appropriate level of reliability with respect to personnel safety, environmental protection and asset value. Value includes value to the owner, to the industry and to society in general.
This document does not contain requirements for the operation, maintenance, service-life inspection or repair of arctic and cold region offshore structures, unless the design strategy imposes specific requirements such as ice management (IM) to reduce ice actions.
Provisions for the operation, maintenance, service‐life inspection and repair of mobile units are given in ISO 19905-1 and ISO 19905-3, supplemented by the provisions relating to ice actions and IM in this document.
This document does not apply to mechanical, process and electrical equipment or any specialized process equipment associated with arctic and cold region offshore operations except in so far as it is necessary for the structure to sustain safely the actions imposed by the installation, housing and operation of such equipment. This document applies to equipment used for the positioning and disconnection of floating structures (see Clause 13).
|
Published |
2019-07 |
Edition : 2 |
Number of pages : 546 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 20312:2011 |
Petroleum and natural gas industries — Design and operating limits of drill strings with aluminium alloy components |
ISO 20312:2011 applies to design and operating limits for drill strings containing aluminium alloy pipes manufactured in accordance with ISO 15546.
|
Published |
2011-10 |
Edition : 1 |
Number of pages : 59 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 20321:2020 |
Petroleum, petrochemical and natural gas industries — Safety of machineries — Powered elevators |
This document specifies general safety requirements for the design, testing and production of powered elevators. The requirements are applicable for onshore and offshore applications of such elevators in the petroleum and petrochemical industries.
This document does not cover any other type of elevator. It is not applicable to the following types of products:
— remote control devices;
— lifting nubbins;
— lifting plugs;
— lifting subs;
— internal gripping devices;
— equipment for lifting tubular from and onto a vessel;
— elevator links or bails.
This list is not exhaustive.
This document is not applicable to powered elevators manufactured before the date of this publication.
NOTE Annex A provides the relation between the clauses of the European Directive on machinery (Directive 2006/42/EC) and this document, for potential significant hazards and the safety requirements dealing with them for powered elevators.
|
Published |
2020-03 |
Edition : 1 |
Number of pages : 25 |
Technical Committee |
13.110
Safety of machinery
;
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 7236:1991 |
Inland navigation vessels — Demountable signal masts for push-tows — Mounting attachment |
|
Withdrawn |
1991-06 |
Edition : 1 |
Number of pages : 4 |
Technical Committee |
47.060
Inland navigation vessels
|
| ISO 24200:2022 |
Petroleum, petrochemical and natural gas industries — Bulk material for offshore projects — Pipe support |
This document specifies the requirements for design including shape and dimensions, material as well as strength for pipe support. Applicable pipe size range varies depending on support types. This document covers topside systems for fixed or floating offshore oil and gas projects. This document is applicable to design temperature of support within the range between –46 °C up to 200 °C.
This document is limited to metallic pipes, covering the following pipe supports:
— clamped shoe;
— welded shoe;
— U-bolt;
— U-strap;
— bracing for branch connection;
— trunnion and stanchion;
— guide support (guide, hold-down, guide and hold-down, line stop).
|
Published |
2022-05 |
Edition : 1 |
Number of pages : 49 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO/DIS 24201 |
Petroleum, petrochemical and natural gas industries — Bulk material for offshore projects — Tertiary outfitting structures |
|
Under development |
|
Edition : 1 |
Number of pages : 152 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO/DIS 24202 |
Petroleum, petrochemical and natural gas industries — Bulk material for offshore projects — Monorail beam and padeye |
|
Under development |
|
Edition : 1 |
Number of pages : 39 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO/PAS 24565:2022 |
Petroleum and natural gas industries — Ceramic lined tubing |
This document specifies requirements for ceramic lined tubing (CLT) used in the petroleum and natural gas industries, including configuration and materials, manufacturing, inspection and testing, marking, packaging, transportation, and storage.
This document is applicable to CLT manufactured by centrifugal self-propagating high-temperature synthesis.
The applicable outside diameter of CLT ranges from 42,16 mm (1,66 inch) to 114,3 mm (4-1/2 inch). The steel grades include H40, J55, and N80 type 1.
NOTE Applicability of this document to other sizes and higher steel grades can be by agreement between the manufacturer and the purchaser.
CLT is suitable for extracting multiphase fluid, hydrocarbon gas, hydrocarbon liquid, and water under corrosive, abrasive, wax deposition, scaling, and high temperature environments.
|
Published |
2022-01 |
Edition : 1 |
Number of pages : 25 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO/TS 27469:2010 |
Petroleum, petrochemical and natural gas industries - Method of test for fire dampers |
ISO/TS 27469:2010 specifies a method for determining the following:
ability of fire dampers installed in ventilation systems to prevent the spread of fire and heat through designated fire divisions; typical ratings are given in ISO 13702:1999, Table C.5.
fire damper operational reliability in the petroleum, petrochemical and natural gas industries, particularly offshore installations;
ability of fire dampers installed in ventilation systems to withstand blast overpressures that may result from the explosion of a flammable gas.
ISO/TS 27469:2010 applies to different start-up operations for different types of furnace and, therefore, tolerances in test conditions at the beginning of the test are not described in detail. The fire test enables only a limited assessment of the actuating mechanism being carried out and additional tests can be necessary to fully evaluate its operational reliability.
|
Withdrawn |
2010-02 |
Edition : 1 |
Number of pages : 17 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 27627:2014 |
Petroleum and natural gas industries — Aluminium alloy drill pipe thread connection gauging |
ISO 27627:2014 specifies the technical delivery condition, manufacturing process, material requirements, configuration and dimensions, and verification and inspection procedures for aluminium alloy drill pipes manufactured in accordance with ISO 15546.
ISO 27627:2014 also specifies the gauging procedure for taper buttress thread (right and left) and adjoining tapered stabilizing shoulders (bores) made of aluminium alloy drill pipes and related steel tool joints.
|
Published |
2014-04 |
Edition : 1 |
Number of pages : 24 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
;
77.150.10
Aluminium products
|
| ISO 28781:2010 |
Petroleum and natural gas industries — Drilling and production equipment —Subsurface barrier valves and related equipment |
ISO 28781:2010 provides the requirements for subsurface barrier valves and related equipment as they are defined herein for use in the petroleum and natural gas industries. Included are the requirements for design, design validation, manufacturing, functional evaluation, repair, redress, handling and storage. Subsurface barrier valves provide a means of isolating the formation or creating a barrier in the tubular to facilitate the performance of pre- and/or post-production/injection operational activities in the well.
The subsurface barrier valve is not designed as an emergency or fail-safe flow controlling safety device.
ISO 28781:2010 does not cover installation and maintenance, control systems such as computer systems, and control conduits not integral to the barrier valve. Also not included in ISO 28781:2010 are products covered under ISO 17078, ISO 16070, ISO 14310, ISO 10432, ISO 10423 and the following products: downhole chokes, wellhead plugs, sliding sleeves, casing-mounted flow-control valves, injection valves, well-condition-activated valves or drill-stem test tools. ISO 28781:2010 does not cover the connections to the well conduit.
|
Published |
2010-08 |
Edition : 1 |
Number of pages : 50 |
Technical Committee |
75.180.10
Exploratory, drilling and extraction equipment
|
| ISO 4568:1978 |
Shipbuilding — Marine windlasses and anchor capstans |
|
Withdrawn |
1978-12 |
Edition : 1 |
Number of pages : 5 |
Technical Committee |
47.040
Seagoing vessels
|
| ISO 4568:2021 |
Ships and marine technology — Sea-going vessels — Windlasses and anchor capstans |
This document specifies requirements for the design, construction, safety, performance and acceptance testing of windlasses and anchor capstans.
This document is applicable to windlasses and anchor capstans of sea-going vessels, which have an electric, hydraulic, pneumatic or external drive, of the following types:
— symmetrical double cable-lifter windlasses (type 1);
— single cable-lifter windlasses (type 2);
— single cable-lifter windlass units (types 3 and 4);
— anchor capstans (type 5);
— double cable-lifter windlasses with connecting shaft (type 6).
For combined windlasses/mooring winches, ISO 3730 is applicable in addition to this document.
NOTE Attention is drawn to the requirements of relevant Classification Societies or the government of the state whose flag the ship is entitled to fly.
|
Published |
2021-08 |
Edition : 4 |
Number of pages : 12 |
Technical Committee |
47.040
Seagoing vessels
|
| ISO/PRF 5540 |
Ships and marine technology — Sea-going vessels — Dual traction/stowage winches for oceanographic research |
|
Under development |
2023-05 |
Edition : 1 |
Number of pages : 9 |
Technical Committee |
47.040
Seagoing vessels
;
47.020.50
Deck equipment and installations
|
| ISO/PRF 5556 |
Ships and marine technology — Sea-going vessels — Single-drum winches for oceanographic research |
|
Under development |
2023-06 |
Edition : 1 |
Number of pages : 10 |
Technical Committee |
47.040
Seagoing vessels
;
47.020.50
Deck equipment and installations
|
| ISO 7061:1983 |
Shipbuilding — Aluminium shore gangways for seagoing vessels |
|
Withdrawn |
1983-08 |
Edition : 1 |
Number of pages : 8 |
Technical Committee |
47.040
Seagoing vessels
|
| ISO 7061:1993 |
Shipbuilding — Aluminium shore gangways for seagoing vessels |
Specifies requirements (dimensions, materials, design and construction, quality of manufacture, test methods, marking, inspection, designation) for gangways suitable for use horizontally or inclined up to an angle of 30° from the horizontal and designed to be carried on board ships, to provide a lightweight, convenient and safe means of access from ship to shore, for use primarily by the ship's crew which may also be used for access from ship to ship but are not intended to carry wheeled traffic.
|
Withdrawn |
1993-05 |
Edition : 2 |
Number of pages : 7 |
Technical Committee |
47.040
Seagoing vessels
|
| ISO 7061:2015 |
Ships and marine technology — Aluminium shore gangways for seagoing vessels |
ISO 7061:2015 specifies requirements for aluminium shore gangways.
ISO 7061:2015 applies to gangways designed to be carried on board ships, to provide a lightweight, convenient and safe means of access from ship to shore, for use primarily by the ship's crew. These gangways may also be used for access from ship to ship when conditions are favourable.
ISO 7061:2015 applies to gangways suitable for use horizontally or inclined up to an angle of 30° from the horizontal. For angles of inclination less than 55°, special consideration of the design of steps and decking may be necessary.
The gangways to which this International Standard applies are not intended to carry wheeled traffic such as loaded trolleys.
Users of this International Standard, while observing its requirements, should, at the same time, ensure compliance with any statutory requirements, rules and regulations, applicable to the individual ship concerned.
|
Published |
2015-12 |
Edition : 3 |
Number of pages : 11 |
Technical Committee |
47.040
Seagoing vessels
|
| ISO/CD 7061 |
Ships and marine technology — Aluminium shore gangways for seagoing vessels |
|
Under development |
|
Edition : 4 |
|
Technical Committee |
47.040
Seagoing vessels
|
| ISO 10303-218:2004 |
Industrial automation systems and integration — Product data representation and exchange — Part 218: Application protocol: Ship structures |
ISO 10303-218:2004 specifies the use of the integrated resources necessary for the scope and information requirements for the exchange of product definition data and its configuration and approval status information for ship structural systems. Configuration in this context pertains to data specific to revision tracking and change history of selected ship structural entities within the product model.
Approval pertains to the company internal approval and the classification society approval. ISO 10303-218:2004 supports the shipbuilding activities and applications associated with the design phase and the manufacturing phase.
NOTE 1 The application activity model in Annex F provides a graphical representation of the processes and information flows that are the basis for the definition of the scope of ISO 10303-218:2004.
NOTE 2 The detailed technical discussion in Annex L provides details that define the basis for the definition of the scope of ISO 10303-218:2004 and details that define the basis of harmonization with other parts of ISO 10303 for product exchange of data for ships.
The following are within the scope of ISO 10303-218:2004:
product definition data pertaining to the ship structure which includes hull structure, superstructure and all other internal structures of commercial and naval ships;product definition data pertaining to the ship structure;product definition data pertaining to the pre-design phase of the ship structure;product definition data pertaining to the main design phase of the ship structure;product definition data pertaining to the manufacturing phase of the ship structure;product definition data pertaining to the product structuring of ships, including the structuring by system and by assemblies within the ship;product definition data identifying the ship general characteristics which are relevant to the design of the ship structure.
NOTE The general characteristics include ship main dimensions, designations and principle characteristics, as well as the rules, regulations and standards applicable to the ship. They also include lightships weight distribution and free-board characteristics for the purpose of design and design approvals.
product definition data pertaining to the ship global coordinate system, local coordinate systems and spacing grids, which are used for defining the geometry of the ship structure;product definition data pertaining to the geometrical representation of the ship structure parts and assemblies;product definition data pertaining to the hull plating and the stiffener profiles, and the definition of structural features, which comprise the ship structure parts and assemblies, including functional descriptions.
EXAMPLE Edge, corner and interior cut-outs are examples of structural features
product definition data pertaining to the design of the welded connections and joints of ship structure parts and assemblies, including edge preparations and weld type and size;product definition data pertaining to the specification of transverse cross-sections through the ship structure for the purpose of approval of strength;product definition data pertaining to ship design loads, including shear forces and bending moments acting on the ship structure, for the purpose of determining the longitudinal strength of the ship;product definition data pertaining to the weights and centres of gravity of the ship structure parts and assemblies;product definition data pertaining to the materials of ship structure, required to manufacture the ship or a part of it;product definition data pertaining to the configuration management of the ship structure, including approval, versioning and change administration;product definition data pertaining to external references, technical documentation and other supporting concepts which are necessary and pertinent to the design and manufacture of the ship structure parts and assemblies.
The following are outside the scope of ISO 10303-218:2004:
product definition data pertaining to the ship structure at the operation and de-commissioning phases of the ship life cycle;business data for the management of a ship development project, such as budgets, schedules and resource requirements;product definition data pertaining to the direct calculation of ship structure in the design stage;product definition data pertaining to the coating of structural parts as well as the production tolerances;product definition data pertaining to the ship subdivision;product definition data pertaining to the ship distribution systems;
EXAMPLE The electrical, piping and HVAC systems
product definition data pertaining to the ship machinery and propulsion systems;product definition data pertaining to the ship outfit and furnishing;
EXAMPLE Ladders, some foundations, pre-assembled hull outfit items, doors, and the like.
product definition data pertaining to ship hull structure parts which are manufactured by forging or casting.
EXAMPLE Stern frames, rudder horns and propeller shaft brackets.
|
Published |
2004-11 |
Edition : 1 |
Number of pages : 1837 |
Technical Committee |
47.040
Seagoing vessels
;
25.040.40
Industrial process measurement and control
|
| ISO 11209:2012 |
Ships and marine technology — Large yachts — Deck crane and access gangways strength requirements |
ISO 11209:2012 gives guidelines for the minimum structural scantling of lifting appliances for large yachts.
It is applicable to the following lifting appliances:
· cranes;
· access gangways (including side ladders);
· access gangways when used as a lifting appliance.
ISO 11209:2012 is not applicable to lifting means for life saving appliances, which are covered by recognized rules and/or international regulations.
ISO 11209:2012 covers mainly the following aspects:
· service class;
· applied loads;
· design criteria;
· allowable stress;
· strength check;
· elastic stability check;
· connections.
|
Published |
2012-09 |
Edition : 1 |
Number of pages : 14 |
Technical Committee |
47.040
Seagoing vessels
|
| ISO 13795:2020 |
Ships and marine technology — Ship's mooring and towing fittings — Welded steel bollards for sea-going vessels |
This document specifies the types, nominal sizes, dimensions and materials, as well as construction, manufacturing and marking requirements, for welded steel bollards suitable for installation on sea-going vessels to meet normal mooring and towing requirements.
|
Published |
2020-08 |
Edition : 2 |
Number of pages : 13 |
Technical Committee |
47.040
Seagoing vessels
;
47.020.50
Deck equipment and installations
|
| ISO 11336-1:2012 |
Large yachts — Strength, weathertightness and watertightness of glazed openings — Part 1: Design criteria, materials, framing and testing of independent glazed openings |
ISO 11336-1:2012 specifies technical requirements for glazed openings on large yachts, taking into account navigation conditions, and the location of the opening.
Large yachts are yachts with length of the hull, LH, higher or equal to 24 m, in use for sport or pleasure and commercial operations, with a tonnage limitation up to 3 000 gross tonnage, according to the International Tonnage Convention.
The opening and the associated closing appliances considered in ISO 11336-1:2012 are only those that are above the deepest waterline (dsw) and are critical for the ship integrity related to weathertightness and watertightness, i.e. those that could lead to ingress of water in the hull in case of rupture of the pane.
The scope of ISO 11336-1:2012 is related to and limited to independent glazed openings.
|
Published |
2012-07 |
Edition : 1 |
Number of pages : 48 |
Technical Committee |
47.040
Seagoing vessels
|
| ISO/FDIS 11336-1 |
Large yachts — Strength, weathertightness and watertightness of glazed openings — Part 1: Design criteria, materials, framing and testing of independent glazed openings |
|
Under development |
|
Edition : 2 |
|
Technical Committee |
47.040
Seagoing vessels
|
| ISO 11336-2:2020 |
Large yachts — Strength, weathertightness and watertightness of glazed openings — Part 2: Glazed opening integrated into adjacent structure (elastically bonded to bulkhead or shell) design criteria, structural support, installation and testing |
This document specifies technical requirements for direct adhesive bonding of glazing materials into recesses forming part of the structure of the ship and into frames that are fastened to the structure of the ship.
It is applicable to large yachts as defined in ISO 11336-1.
This document is limited to the bonding of independent glazed openings, where the bonded joint is designed to withstand local loads (from external loads coming from weather and sea conditions, internal impact loads from accidental passenger or cargo shifting, wind suction and accelerations due to ship motions).
Bonding of glazed openings where the glazing material is subjected to loads from global ship motions (bending, shear force and torsion), which are considered as structural glazed openings, are outside the scope of this document. Quantitative identification of the global deflection is also outside the scope.
Additionally, this document is limited to bonding that exhibits elastic behaviour, and excludes rigid bonding and nonlinear elastic bonding.
The design of the bonding for the following installation types is outside the scope of this document:
— fire protected areas;
— glazed bulwarks;
— underwater glazing;
— pool glazing;
— glazing for use in polar areas;
— unstepped IGUs.
|
Published |
2020-08 |
Edition : 1 |
Number of pages : 36 |
Technical Committee |
47.040
Seagoing vessels
|
| ISO 11336-3:2019 |
Large yachts — Strength, weathertightness and watertightness of glazed openings — Part 3: Quality assurance, installation and in-service inspection |
This document specifies
— the content of the product data sheet of glazing materials for use on yachts,
— the evaluation of conformity to the product data sheet of laminated glass and laminated safety glass for use on yachts,
— the product labelling and identification methods for glass supplied for installation on board a yacht, and
— methods for survey of installed glazing.
It does not cover distortion of view or aesthetic aspects.
|
Published |
2019-06 |
Edition : 1 |
Number of pages : 30 |
Technical Committee |
47.040
Seagoing vessels
|
| ISO 11347:2012 |
Ships and marine technology — Large yachts — Measurement and assessment of the visual appearance of coatings |
This International Standard specifies technical requirements for the measurement and assessment of the visual
appearance of the superficial coating of large yachts in terms of gloss, colour and any other superficial defects.
This International Standard is applicable to large yachts, of length, LH, as defined in ISO 8666, higher than or
equal to 24 m, and in use for sport or pleasure and commercial operations.
It describes the technical properties within which the final finish is to be evaluated before its acceptance.
|
Published |
2012-05 |
Edition : 1 |
Number of pages : 26 |
Technical Committee |
47.040
Seagoing vessels
|
| ISO/DIS 11347 |
Ships and marine technology — Large yachts — Measurement and assessment of the visual appearance of coatings |
This International Standard specifies technical requirements for the measurement and assessment of the visual
appearance of the superficial coating of large yachts in terms of gloss, colour and any other superficial defects.
This International Standard is applicable to large yachts, of length, LH, as defined in ISO 8666, higher than or
equal to 24 m, and in use for sport or pleasure and commercial operations.
It describes the technical properties within which the final finish is to be evaluated before its acceptance.
|
Under development |
|
Edition : 2 |
Number of pages : 35 |
Technical Committee |
47.040
Seagoing vessels
|
| ISO 13795:2012 |
Ships and marine technology — Ship's mooring and towing fittings — Welded steel bollards for sea-going vessels |
This International Standard specifies the design, size and technical requirements for welded steel bollards suitable for installation on sea-going vessels to meet normal mooring and towing requirements.
|
Withdrawn |
2012-07 |
Edition : 1 |
Number of pages : 12 |
Technical Committee |
47.040
Seagoing vessels
;
47.020.50
Deck equipment and installations
|
| ISO 24482:2023 |
Large yachts — Navigational bridge visibility |
This document specifies requirements for the field of vision from the defined working positions on the bridge of large yachts.
It is applicable to large yachts with a length of 24 m or over.
NOTE This document supports the aims of SOLAS, Chapter V, Regulation 22.
|
Published |
2023-03 |
Edition : 1 |
Number of pages : 16 |
Technical Committee |
47.040
Seagoing vessels
|
| ISO 14884:2015 |
Large yachts — Weathertight doors — Strength and weathertightness requirements |
ISO 14884:2015 specifies technical requirements for weathertight hinged, sliding, and pantograph doors for manual and powered operation providing access to accommodation and service areas on large yachts, taking into account the location of the appliance.
This International Standard only considers design loads applied to the door and transmitted into the frame and the adjacent structure. Loads imparted from the yacht's structure into the door or in its associated frame are not considered in this International Standard.
Unframed glazed doors are outside the scope of this International Standard.
Forward facing multi-leaf doors on the weather deck are outside the scope of this International Standard.
Large yachts are of L greater than or equal to 24 m, in use for sport or pleasure and commercial operations.
The appliances considered in this International Standard are primarily those that are intended to achieve weathertightness as required by International Convention on Load Lines 1966 as amended by the Protocol of 1988 (ICLL), (i.e. those fitted in position 1 and position 2) as defined in this regulation.
NOTE This International Standard is based on the experience of ship door, window, and glass manufacturers, shipbuilders, and authorities who apply to ships the regulations of the ICLL, noting the provisions of Article 8 "equivalents", as agreed by the appropriate marine administration
|
Published |
2015-02 |
Edition : 1 |
Number of pages : 11 |
Technical Committee |
47.040
Seagoing vessels
|
| ISO 14885:2014 |
Large yachts — Diesel engines for main propulsion and essential auxiliaries — Safety requirements |
ISO 14885:2014 specifies the safety requirements for diesel engines with a rated power of 100kW and over for propulsion and essential auxiliaries for power generation for large yachts 24 m and over in hull length, measured in accordance with ISO 8666:2002, and of less than 500 GT which are in commercial use for sport or pleasure, and do not carry cargo and do not carry more than twelve passengers.
The engine in terms of ISO 14885:2014 is understood as the prime mover up to its driving extremitie(s) for power take off(s).
ISO 14885:2014 does not cover engines used for generating the emergency source of electrical power.
|
Published |
2014-07 |
Edition : 1 |
Number of pages : 18 |
Technical Committee |
47.040
Seagoing vessels
|
| ISO 14886:2014 |
Ships and marine technology — Large yachts — Structural fire protection for FRP yachts |
ISO 14886:2014 applies to the structural fire protection of large FRP yachts of 24 m in length and over, and carrying up to 12 passengers. ISO 14886:2014 is not applicable to vessels subject to SOLAS.
By using the heat transfer Fourier Number, ISO 14886:2014 determines the equivalency of any proposed insulated FRP sandwich laminate to the model insulated sandwich laminate based on a fire tested insulated laminate approved in accordance with IMO FTP Code as a fire-resisting division.
The method considers the relevant mechanical, thermal, and physical properties of the insulation and the FRP laminate.
The technology of the elements of the insulation and FRP resistance to heat, smoke, and fire used in ISO 14886:2014 and the effectiveness of the insulation are applicable in general to insulated FRP as a fire-resistant material.
|
Published |
2014-12 |
Edition : 1 |
Number of pages : 12 |
Technical Committee |
47.040
Seagoing vessels
|
| ISO 14886:2014/AWI Amd 1 |
Ships and marine technology — Large yachts — Structural fire protection for FRP yachts — Amendment 1 |
|
Under development |
|
Edition : 1 |
|
Technical Committee |
47.040
Seagoing vessels
|
| ISO 15516:2006 |
Ships and marine technology — Launching appliances for davit-launched lifeboats |
This International Standard specifies the requirements of performances, design, construction, safety,
maintenance and test of launching appliances for davit-launched lifeboats.
This International Standard is applicable to launching appliances for davit-launched lifeboats as well as
launching appliances for davit-launched rescue boats on every kind of sea-going ship, including launching
appliances for fast rescue boats on ro-ro passenger ships, but is not applicable to launching appliances for
free-fall lifeboats. This International Standard is also a reference for similar appliances on inland ships.
NOTE Every provision in this standard, unless expressly stated otherwise, is also applicable to launching appliances
for davit-launched rescue boats.
|
Published |
2006-02 |
Edition : 1 |
Number of pages : 14 |
Technical Committee |
47.040
Seagoing vessels
;
47.020.50
Deck equipment and installations
|
| ISO 16556:2014 |
Large yachts — Deck equipment — Anchoring equipments |
ISO 16556:2014 defines the requirements for layout, design, and installation for large yacht anchoring equipment.
|
Published |
2014-10 |
Edition : 1 |
Number of pages : 8 |
Technical Committee |
47.040
Seagoing vessels
|
| ISO 17884:2004 |
Ships and marine technology — Searchlights for high-speed craft |
ISO 17884:2004 applies to searchlights fitted to high-speed craft in accordance with the International Code of Safety for High-Speed Craft [HSC Code, IMO-Resolution MSC.36 (63) Chapter 13].
|
Published |
2004-11 |
Edition : 1 |
Number of pages : 12 |
Technical Committee |
47.040
Seagoing vessels
;
47.020.70
Navigation and control equipment
|
| ISO 28007-1:2015 |
Ships and marine technology — Guidelines for Private Maritime Security Companies (PMSC) providing privately contracted armed security personnel (PCASP) on board ships (and pro forma contract) — Part 1: General |
ISO 28007-1:2015 gives guidelines containing additional sector-specific recommendations, which companies (organizations) who comply with ISO 28000 can implement to demonstrate that they provide Privately Contracted Armed Security Personnel (PCASP) on board ships.
|
Published |
2015-04 |
Edition : 1 |
Number of pages : 24 |
Technical Committee |
47.040
Seagoing vessels
;
03.080.20
Services for companies
|
| ISO 19019:2005 |
Sea-going vessels and marine technology — Instructions for planning, carrying out and reporting sea trials |
ISO 19019:2005 provides ship owners, designers, shipbuilders and trial crew with basic instructions for the planning, carrying out and reporting of sea trials.
ISO 19019:2005 provides general information for achieving a unified format for sea trials to be executed as identified in the contract.
ISO 19019:2005 is applicable to sea trials generally adopted for types of mechanically propelled vessels.
ISO 19019:2005 is not applicable to submarines.
|
Published |
2005-04 |
Edition : 1 |
Number of pages : 36 |
Technical Committee |
47.040
Seagoing vessels
;
47.020.01
General standards related to shipbuilding and marine structures
|
| ISO/CD 19494 |
Ships and marine technology — Large yachts — Coatings: Exterior application processes and inspection methods |
|
Deleted |
|
Edition : 1 |
|
Technical Committee |
47.040
Seagoing vessels
|
| ISO 20438:2017 |
Ships and marine technology — Offshore mooring chains |
ISO 20438:2017 specifies the requirements for grades, materials, shapes, proportions, dimensions and tolerances of offshore mooring chains.
|
Published |
2017-06 |
Edition : 1 |
Number of pages : 22 |
Technical Committee |
47.040
Seagoing vessels
|
| ISO 22472:2006 |
Ships and marine technology — Guidelines for the operation and installation of voyage data recorders (VDR) |
ISO 22472:2006 provides guidance for the planning, installation and operational testing of voyage data recorder (VDR) and simplified voyage data recorder (S-VDR) installations according to the electric/electronic and acoustic specifications of IMO A.861 (20), IMO MSC.163 (78) and IEC 61996 (including IEC 61996-2, Simplified voyage data recorder). These standards mainly deal with interfaces between VDR/S-VDR and external sensors, which is the main subject for technical agreements between user, shipyard, VDR/S-VDR supplier and/or sensor manufacturers when installations are planned. In addition, matters of performance test and playback are also described. Furthermore, details for checking of items related to the interfaces and the installation are introduced. ISO 22472:2006 is not intended for the standardization of performance factors and functional requirements related to VDR and/or S-VDR.
|
Withdrawn |
2006-11 |
Edition : 1 |
Number of pages : 57 |
Technical Committee |
47.040
Seagoing vessels
|
| ISO 22472:2016 |
Ships and marine technology — Guidelines for the operation and installation of voyage data recorder (VDR) |
The purpose of ISO 22472:2016 is to provide guidance for the planning, installation and operational testing of voyage data recorder (VDR) installations according to specifications of IMO Resolution MSC.333 (90) and associated IEC 61996‑1. This International Standard mainly covers interfaces between VDR and external sensors, which are the main subject for technical agreements among users, shipyards, VDR suppliers and/or sensor manufacturers when installations are planned. In addition, matters of performance test and playback are described as well. Furthermore, details for checking of items related to the interfaces and the installation are introduced. This International Standard is not intended for the standardization of performance factors and functional requirements related to VDR.
When whole or partial replacement of an existing simplified VDR (S-VDR) is required, this International Standard provides guidance according to the requirements of IMO Resolution MSC.163 (78) and IEC 61996‑2 for installation of the items concerned.
|
Published |
2016-09 |
Edition : 2 |
Number of pages : 46 |
Technical Committee |
47.040
Seagoing vessels
|
| ISO/FDIS 22822 |
Large Yachts — Quality assessment and acceptance criteria — Dynamic positioning on large yachts |
|
Under development |
|
Edition : 1 |
|
Technical Committee |
47.040
Seagoing vessels
|
| ISO 22834:2022 |
Large yachts — Quality assessment of life onboard — Stabilization and sea keeping |
This document provides a comparative scale (no judgement) of motion-related comfort onboard yachts to be used for technical and commercial benefit. The scale consists of a maximum number of 5 stars, the higher the amount of stars, the higher the comfort onboard. It allows the selection of the most suitable yacht for a specific purpose, evaluates the impact of stabilization systems, compares designs and identifies the most comfortable position onboard.
The methodology, work flow and criteria proposed in this document are subject to possible improvements and do not take into account certain important aspects that influence the comfort onboard.
The following aspects are not covered in this document: jerk, the method to derive roll damping, stern quartering seas, risk of parametric roll, the influence of the steering devices, green water and waves impacts, compensation for yacht size, gender and age dependency, habituation.
By explicitly listing the aspects that are not covered in this document, the reader becomes aware of them and can improve the assessment with dedicated considerations.
|
Published |
2022-03 |
Edition : 1 |
Number of pages : 16 |
Technical Committee |
47.040
Seagoing vessels
|
| ISO/TS 23860:2022 |
Ships and marine technology — Vocabulary related to autonomous ship systems |
This document defines terminology related to autonomous ship systems, which includes ships that can be classified as a “Maritime Autonomous Surface Ship” (MASS) according to the preliminary definitions from the International Maritime Organization (IMO). Autonomous ship system can also be applied to similar ship types for use on inland waterways.
|
Published |
2022-05 |
Edition : 1 |
Number of pages : 13 |
Technical Committee |
47.040
Seagoing vessels
;
01.040.47
Shipbuilding and marine structures (Vocabularies)
|
| ISO 3916:1977 |
Shipbuilding — Inland navigation — Rope tubs |
|
Withdrawn |
1977-01 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
47.060
Inland navigation vessels
|
| ISO/PAS 28007:2012 |
Ships and marine technology — Guidelines for Private Maritime Security Companies (PMSC) providing privately contracted armed security personnel (PCASP) on board ships (and pro forma contract) |
ISO/PAS 28007:2012 gives guidelines containing additional sector-specific recommendations, which companies (organizations) who comply with ISO 28000 can implement to demonstrate that they provide Privately Contracted Armed Security Personnel (PCASP) on board ships. To claim compliance with these guidelines, all recommendations ("shoulds") should be complied with.
Compliance with ISO/PAS 28007:2012 can be by first, second and third party (certification). Where certification is used, it is recommended the certificate contains the words: "This certification has been prepared using the full guidelines of ISO PAS 28007 as a Private Maritime Security Company providing Privately Contracted Armed Security Personnel".
|
Withdrawn |
2012-12 |
Edition : 1 |
Number of pages : 25 |
Technical Committee |
47.040
Seagoing vessels
;
03.080.20
Services for companies
|
| ISO 21:1983 |
Shipbuilding — Inland navigation — Cable-lifters for stud-link anchor chains |
|
Withdrawn |
1983-12 |
Edition : 1 |
Number of pages : 4 |
Technical Committee |
47.060
Inland navigation vessels
|
| ISO 21:1985 |
Shipbuilding — Inland navigation — Cable-lifters for stud-link anchor chains |
Specifies types and basic dimensions of cable- lifters for stud- link anchor chains used on inland vessels.
|
Withdrawn |
1985-06 |
Edition : 2 |
Number of pages : 4 |
Technical Committee |
47.060
Inland navigation vessels
|
| ISO 41:1980 |
Shipbuilding — Inland vessels — Covers for deck openings for pumps |
|
Withdrawn |
1980-05 |
Edition : 1 |
Number of pages : 3 |
Technical Committee |
47.060
Inland navigation vessels
|
| ISO/R 42:1975 |
Withdrawal of ISO/R 42-1957 |
|
Withdrawn |
1975-04 |
Edition : 1 |
Number of pages : 1 |
Technical Committee |
47.060
Inland navigation vessels
|
| ISO 2922:1975 |
Acoustics — Measurement of noise emitted by vessels on inland water-ways and harbours |
|
Withdrawn |
1975-09 |
Edition : 1 |
Number of pages : 4 |
Technical Committee |
47.060
Inland navigation vessels
;
17.140.30
Noise emitted by means of transport
|
| ISO 3372:1975 |
Shipbuilding — Inland vessels — Mushroom-type ventilator heads |
Defines two types of mushroom-type ventilator heads used on vessels for inland waterways and specifies their principal dimensions.
|
Withdrawn |
1975-05 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
47.060
Inland navigation vessels
|
| ISO 3614:1975 |
Shipbuilding — Inland vessels — Detachable ladders |
|
Withdrawn |
1975-12 |
Edition : 1 |
Number of pages : 2 |
Technical Committee |
47.060
Inland navigation vessels
|
| ISO 3652:1975 |
Shipbuilding — Inland vessels — Rope reels |
Specifies the characteristics of rope reels intended for the storage of mooring and towing ropes in vessels of all types and purposes for use on inland waterways.
|
Published |
1975-12 |
Edition : 1 |
Number of pages : 1 |
Technical Committee |
47.060
Inland navigation vessels
|
| ISO 3674:1976 |
Shipbuilding — Inland vessels — Deck rail |
Specifies the types, designs and basic dimensions of ship deck handrail. Does not apply to special deck rails designed for particular purposes.
|
Published |
1976-05 |
Edition : 1 |
Number of pages : 6 |
Technical Committee |
47.060
Inland navigation vessels
|
| ISO 3786:1975 |
Shipbuilding — Inland navigation towing hooks — Scale of tractive efforts |
Applicable to towing hooks used on tugs of all types and purposes, intended for towage on inland waterways.
|
Published |
1975-12 |
Edition : 1 |
Number of pages : 1 |
Technical Committee |
47.060
Inland navigation vessels
|