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海洋工程系泊用钢丝绳检测项目报价? 解决方案? 检测周期? 样品要求? |
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本标准规定了钢丝绳术语定义、标记和分类。本标准适用于制定(修订)钢丝绳标准及钢丝绳生产使用中常用的术语、标记和分类。
本标准规定了公称直径为52 mm~160 mm的海洋工程系泊用钢丝绳(以下简称钢丝绳)的术语和定义、分类和标记、订货内容、材料、技术要求、检验、试验、参考重量、验收方法、包装、标志及质量证明书、安全使用维护等。本标准适用于海洋工程移动系泊和长期系泊用钢丝绳的设计、制造和验收。
本标准规定了船舶修理过程中的材料使用要求、船舶常规修理对外交验项目、勘验要点、修理质量要求、修理过程质量控制及交验要求。本标准适用于500总吨及以上钢质海洋船舶的常规修理,其他船舶参照使用。本标准不适用于船舶的重大改装。
GB/T 37159的本部分规定了海洋石油自升式钻井平台(以下简称“平台”)建造与设备安装、调试方法、验收准则。本部分适用于海洋石油自升式钻井平台建造与设备安装、调试与验收。
本标准适用于港口工程的规划、勘测、设计、施工、监理、检测、科研和管理。
本标准作为张力腿平台设计的指南,侧重于在规划、设计、建造和安装不同阶段中各个的协同。推荐采用图2所示的设计螺旋。
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。
本标准规定了钢质船舶建造和修理企业安全生产技术管理基本要求。本标准适用于钢质一般船舶和钢质渔业船舶建造和修理企业的安全生产技术管理,其他海洋工程产品(如钻井平台)生产企业的安全生产技术管理,可以参照本标准实施。
La présente partie de l'ISO 13628 fournit des lignes directrices pour la conception, l'analyse, la fabrication, les essais, la pose et l'exploitation des canalisations flexibles et des systèmes de canalisations flexibles pour les applications terrestres, sous-marines et en milieu marin. La présente partie de l'ISO 13628 vient en complément de l'ISO 13628-2 et de l'ISO 13628-10 qui spécifient respectivement les exigences minimales relatives à la conception, au choix des matériaux, à la fabrication, aux essais, au marquage et au conditionnement des canalisations flexibles non collées et composites.La présente partie de l'ISO 13628 s'applique aux ensembles de canalisations flexibles constitués de tronçons de corps de canalisations flexibles munis de pièces d'extrémité fixées aux deux extrémités. Les canalisations composites et les canalisations non collées sont couvertes. En outre, la présente partie de l'ISO 13628 s'applique aux systèmes de canalisations flexibles, y compris les composants auxiliaires.Les applications couvertes par la présente partie de l'ISO 13628 sont la production de fluides non corrosifs et corrosifs, y compris les applications d'exportation et d'injection. La présente partie de l'ISO 13628 s'applique aux systèmes de canalisations flexibles statiques et dynamiques utilisés comme goulottes, colonnes montantes et tuyaux de raccordement. La présente partie de l'ISO 13628 couvre, en termes généraux, l'utilisation de canalisations flexibles pour les systèmes de chargement en mer.La présente partie de l'ISO 13628 ne couvre pas les canalisations flexibles destinées à être utilisées dans les lignes de duse et dans les conduites d'injection ou dans les ombilicaux et dans les lignes de commande.
This standard pertains to the design, selection, operation, and maintenance of marine riser systems for floating drilling operations for the exploration of oil and natural gas.
This part of ISO 13628 provides guidelines for the design, analysis, manufacture, testing, installation andoperation of flexible pipes and flexible pipe systems for onshore, subsea and marine applications. This part ofISO 13628 supplements ISO 13628-2 and ISO 13628-10, which specify minimum requirements for the design,material selection, manufacture, testing, marking and packaging of unbonded and bonded flexible pipe,respectively.This part of ISO 13628 applies to flexible pipe assemblies, consisting of segments of flexible pipe body withend fittings attached to both ends. Both bonded and unbonded pipe types are covered. In addition, this part ofISO 13628 applies to flexible pipe systems, including ancillary components.The applications covered by this part of ISO 13628 are sweet- and sour-service production, including exportand injection applications. This part of ISO 13628 applies to both static and dynamic flexible pipe systemsused as flowlines, risers and jumpers. This part of ISO 13628 does cover, in general terms, the use of flexiblepipes for offshore loading systems.NOTE Refer also to Reference [30] for offshore loading systems.This part of ISO 13628 does not cover flexible pipes for use in choke and kill lines or umbilical and controllines.
This part of ISO 19901 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.
This part of ISO 19901 specifies methodologies for a) the design, analysis and evaluation of stationkeeping systems for floating structures used by the oil and gas industries to support 1) production, 2) storage, 3) drilling, well intervention and production, 4) production and storage, 5) 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). Most stationkeeping systems used with the class of floating structures covered by a) are termed "permanent mooring systems", for which this part of ISO 19901 is applicable to all aspects of the life cycle and includes requirements relating to the manufacture of mooring components, as well as considerations for in-service inspections. Most stationkeeping systems used with mobile offshore units, the class covered by b), are termed "mobile mooring systems". Throughout this document, the term "floating structure", sometimes shortened to "structure", is used as a generic term to indicate any member of the two classes, a) and b). This part of ISO 19901 is applicable to the following types of stationkeeping systems, which are either covered directly in this document 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 Annex A.
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