E94 海洋石油作业用设备 标准查询与下载

DIN EN ISO 19901-2:2005 石油和天然气工业.海上建筑物的特殊要求.第2部分:地震设计规程和标准

This part of ISO 19901 contains specific requirements for seismic design procedures and criteria which have to be considered for the installation of fixed steel or concrete offshore structures. Furthermore, the effects of seismic events on floating structures are briefly treated in this standard. For high seismic and/or high exposure level structures, a site-specific seismic hazard assessment is required. For such cases the procedures and requirements for a site-specific proabilistic seismic hazard analysis are addressed.

Petroleum and natural gas industries - Specific requirements for offshore structures - Part 2: Seismic design procedures and criteria (ISO 19901-2:2004); English version EN ISO 19901-2:2004

BS CWA 15375:2005 海上渣油分离器.用专用试验油的性能试验

Separators for marine residual fuel - Performance testing using specific test oil

DIN EN ISO 19901-4:2005 石油和天然气工业.海上建筑物的特殊要求.第4部分:土工和地基设计考虑

This part of ISO 19901 contains requirements and recommendations for those aspects of geoscience and foundation engineering that are a broad range of offshore structures, rather than to a particular structure type.#,,#

Petroleum and natural gas industries - Specific requirements for offshore structures - Part 4: Geotechnical and foundation design considerations (ISO 19901-4:2003); English version EN ISO 19901-4:2003

DIN EN ISO 10418:2005 石油和天然气工业.近海生产装置.基础表面操作安全系统

Petroleum and natural gas industries - Offshore production installations - Analysis, design, installation and testing of basic surface process safety systems (ISO 10418:2003); English version EN ISO 10418:2003

DIN EN ISO 19901-5:2005 石油和天然气工业.近海建筑物的特殊要求.第5部分:设计和施工过程中的重量控制

Petroleum and natural gas industries - Specific requirements for offshore structures - Part 5: Weight control during engineering and construction (ISO 19901-5:2003); English version EN ISO 19901-5:2003

BS EN ISO 19901-2:2005 石油和天然气工业.海上建筑物的特殊要求.地震设计规程和标准

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.

Petroleum and natural gas industries - Specific requirements for offshore structures - Seismic design procedures and criteria

NF M87-264-2:2005 石油和天然气工业.海上建筑物的特殊要求.第2部分:地震设计规程和标准

Petroleum and natural gas industries - Specific requirements for offshore structures - Part 2 : seismic design procedures and criteria.

ISO 19901-2:2004 石油和天然气工业. 海上建筑物的特殊要求.第2部分:地震设计规程和标准

This part of ISO 19901 contains requirements for defining the seismic design procedures and criteria for offshore structures; guidance on the requirements is included in Annex A. 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 this part of ISO 19901 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 platform's exposure level 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 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 in Annex B 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.

Petroleum and natural gas industries - Specific requirements for offshore structures - Part 2: Seismic design procedures and criteria

SY/T 10030-2004 海上固定平台规划、设计和建造的推荐作法 工作应力设计法

本出版物作为从事近海区域油气钻探、生产和贮存的新建平台的设计和建造以及现有平台的重新移位的有关人员的指南。此外，还提供了对现有平台进行评估的指南，以便在必要时确定结构是否“适合其用途”。 在开始实际设计之前，应做出周密的规划，以便能建成一个可完成预定功能的实用而经济的海洋平台。初步规划应包括确定平台设计所依据的所有标准。 用于这里的设计标准包括可能影响平台详细设计的所有操作要求和环境条件。 本推荐作法从公共安全的观点出发编入并大量采用了现有的被工程设计和实践所接受的规范和标准。

Recommended Practice for Planning, Design and Construction of Fixed Offshore Platforms Working Stress Design Method

SY/T 10051.1-2004 海上结构用改良韧性的碳锰钢板规范

钢材性能应适合于在船厂和海上施工条件下进行的加工焊接。此类钢材适用于海洋结构抵抗冲击和塑性疲劳荷载的特定部位。

Specification for carbon-manganese steel plates with improved toughness for offshore structures

DIN EN 10310:2004 近海和海上管道用钢管和配件.内外部聚酰胺粉末基涂层

The purpose of this standard is to define the internal and/or external coatings of polyamide powders applied by dipping in a fluidised bed or by spraying on to a hot substrate, or by roto-coating. These coatings are intended for protecting the outer and/or inner surface of tubes and their fittings (components) used as pipeline component parts. All part of this standard can be applied for accessories (such as valves, pumps, screens, boilers, etc.).#,,#

Steel tubes and fittings for onshore and offshore pipelines - Internal and external polyamide powder based coatings; German version EN 10310:2003

NF M87-264-4:2004 石油和天然气工业.海上建筑物的特殊要求.第4部分:土工和地基设计考虑

Petroleum and natural gas industries - Specific requirements for offshore structures - Part 4 : geotechnical and foundation design considerations.

BS EN ISO 10418:2003 石油和天然气工业.近海生产装置.基础表面操作安全性系统的分析,设计,安装和测试

This international standard provides objectives, functional requirements and guidelines for techniques for the analysis, design and testing of surface process safety systems for offshore installations for the recovery of hydrocarbon resources. The basic concepts associated with the analysis and design of a process safety system for an offshore oil and gas production facility are described, together with examples of the application to typical (simple) process components. These examples are contained in the annexes of this international standard. This International Standard.is applicable to fixed offshore structures, floating production, storage and off-take systems for the petroleum and natural gas industries. This international standard is not applicable to mobile offshore units and subsea installations, although many of the principles contained in it may be used as guidance.

Petroleum and natural gas industries. Offshore production Installations. Analysis, design, installation and testing of basic surface process safety systems

ISO 10418:2003 石油和天然气工业.近海生产装置.基础表面操作安全系统的分析、设计、安装和测试

This International Standard provides objectives, functional requirements and guidelines for techniques for the analysis, design and testing of surface process safety systems for offshore installations for the recovery of hydrocarbon resources. The basic concepts associated with the analysis and design of a process safety system for an offshore oil and gas production facility are described, together with examples of the application to typical (simple) process components. These examples are contained in the annexes of this International Standard. This International Standard is applicable to — fixed offshore structures; — floating production, storage and off-take systems; for the petroleum and natural gas industries. This International Standard is not applicable to mobile offshore units and subsea installations, although many of the principles contained in it may be used as guidance.

Petroleum and natural gas industries - Offshore production installations - Analysis, design, installation and testing of basic surface process safety systems

BS EN 10301:2003 岸上及海底管道用钢管及配件.非腐蚀性气体的输送用减少摩擦的内涂层

This European Standard specifies the application requirements and methods of test of liquid applied epoxy paints on the internal surface for the reduction of friction of tubes and pipeline fittings for conveyance of non-corrosive gas. Other paints or paint systems are not excluded provided they comply with the requirements given in this standard. The coating consist of one layer of liquid product, normally shop applied onto abrasive blast cleaned steel by airless spray or conventional spray techniques. Brush application may be used only for repairs. The coating qualified in accordance with this standard is considered suitable for operating temperatures between -20℃ and + 110℃. In this European Standard the word "components" is used for tubes and fittings.

Steel tubes and fittings for on and offshore pipelines - Internal coating for the reduction of friction for conveyance of non corrosive gas

DIN EN ISO 17776:2003 石油和天然气工业.海上开采装置.危险识别和风险评估用方法和技术指南

Petroleum and natural gas industries - Offshore production installations - Guidelines on tools and techniques for hazard identification and risk assessment (ISO 17776:2000); German and English version EN ISO 17776:2002

DIN EN ISO 13628-3:2003 石油和天然气工业.水下采油系统的设计和操作.第3部分:通流线系统

This part of ISO 13628 specifies requirements and gives recommendations for the design, fabrication and operation of TFL equipment and systems. The procedures and rquirements presented are for the hydraulic servicing of downhole equipment, subsea tree and tubing hanger, and flowlines and equipment within the flowlines.#,,#

Petroleum and natural gas industries - Design and operation of subsea production systems - Part 3: Through flowline (TFL) systems (ISO 13628-3:2000); German and English version EN ISO 13628-3:2000

BS EN ISO 19901-4:2003 石油和天然气工业.海上建筑物特殊要求.土工和地基设计考虑

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.

Petroleum and natural gas industries - Specific requirements for offshore structures - Geotechnical and foundation design considerations

BS EN ISO 19901-5:2003 石油和天然气工业.海上建筑物的专门要求.工程设计和建筑中重量的控制

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.

Petroleum and natural gas industries. Specific requirements for offshore structures. Weight control during engineering and construction

ISO 19901-4:2003 石油和天然气工业.近海建筑物的特殊要求.第4部分:土工和基础设计考虑

This part of ISO 19901 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, — design and installation of foundations supported by the seabed (shallow foundations), and — 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 is expected to be familiar with such aspects. NOTE 1 Particular requirements for the design of piled foundations, which have a traditional association with fixed steel structures, are given in ISO 19902. NOTE 2 Particular requirements for the design of shallow gravity foundations, which have a traditional association with fixed concrete structures, are detailed in ISO 19903. NOTE 3 Particular requirements for the anchor points of mooring systems of floating structures are detailed in ISO 19901-7 [65]. NOTE 4 Particular requirements for the design of spud can foundations, which have a traditional association with jack-up mobile offshore units (MOUs), are detailed in ISO 19905 (all parts).

Petroleum and natural gas industries - Specific requirements for offshore structures - Part 4: Geotechnical and foundation design considerations