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海洋工程系泊用鋼絲繩檢測項目報價???解決方案???檢測周期???樣品要求? |
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本標準規定了鋼絲繩術語定義、標記和分類。本標準適用于制定(修訂)鋼絲繩標準及鋼絲繩生產使用中常用的術語、標記和分類。
本標準規定了公稱直徑為52 mm~160 mm的海洋工程系泊用鋼絲繩(以下簡稱鋼絲繩)的術語和定義、分類和標記、訂貨內容、材料、技術要求、檢驗、試驗、參考重量、驗收方法、包裝、標志及質量證明書、安全使用維護等。本標準適用于海洋工程移動系泊和長期系泊用鋼絲繩的設計、制造和驗收。
本標準規定了船舶修理過程中的材料使用要求、船舶常規修理對外交驗項目、勘驗要點、修理質量要求、修理過程質量控制及交驗要求。本標準適用于500總噸及以上鋼質海洋船舶的常規修理,其他船舶參照使用。本標準不適用于船舶的重大改裝。
GB/T 37159的本部分規定了海洋石油自升式鉆井平臺(以下簡稱“平臺”)建造與設備安裝、調試方法、驗收準則。本部分適用于海洋石油自升式鉆井平臺建造與設備安裝、調試與驗收。
本標準適用于港口工程的規劃、勘測、設計、施工、監理、檢測、科研和管理。
本標準作為張力腿平臺設計的指南,側重于在規劃、設計、建造和安裝不同階段中各個的協同。推薦采用圖2所示的設計螺旋。
本出版物作為從事近海區域油氣鉆探、生產和貯存的新建平臺的設計和建造以及現有平臺的重新移位的有關人員的指南。此外,還提供了對現有平臺進行評估的指南,以便在必要時確定結構是否“適合其用途”。在開始實際設計之前,應做出周密的規劃,以便能建成一個可完成預定功能的實用而經濟的海洋平臺。初步規劃應包括確定平臺設計所依據的所有標準。
本標準規定了鋼質船舶建造和修理企業安全生產技術管理基本要求。本標準適用于鋼質一般船舶和鋼質漁業船舶建造和修理企業的安全生產技術管理,其他海洋工程產品(如鉆井平臺)生產企業的安全生產技術管理,可以參照本標準實施。
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 tron?ons 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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