DEP 37.19.00.30-Gen.pdf
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1、PROCEDURAL SPECIFICATION DESIGN OF STEEL SUBSTRUCTURES FOR FIXED OFFSHORE PLATFORMS (AMENDMENTS/SUPPLEMENTS TO API RP 2A-LRFD) DEP 37.19.00.30-Gen. March 1994 DESIGN AND ENGINEERING PRACTICE USED BY COMPANIES OF THE ROYAL DUTCH/SHELL GROUP This document is confidential. Neither the whole nor any par
2、t of this document may be disclosed to any third party without the prior written consent of Shell Internationale Petroleum Maatschappij B.V., The Hague, the Netherlands. The copyright of this document is vested in Shell Internationale Petroleum Maatschappij B.V., The Hague, the Netherlands. All righ
3、ts reserved. Neither the whole nor any part of this document may be reproduced, stored in any retrieval system or transmitted in any form or by any means (electronic, mechanical, reprographic, recording or otherwise) without the prior written consent of the copyright owner. PDF created with pdfFacto
4、ry Pro trial version PREFACE DEP (Design and Engineering Practice) publications reflect the views, at the time of publication, of: Shell International Oil Products B.V. (SIOP) and Shell International Exploration and Production B.V. (SIEP) and Shell International Chemicals B.V. (SIC) The Hague, The
5、Netherlands, and other Service Companies. They are based on the experience acquired during their involvementwith the design, construction, operation and maintenance of processing units and facilities, and they are supplemented with the experience of Group Operating companies. Where appropriate they
6、are based on, or reference is made to, national and international standards and codes of practice. The objective is to set the recommendedstandard for good design and engineeringpractice applied by Group companies operating an oil refinery, gas handling installation, chemical plant, oil and gas prod
7、uction facility, or any other such facility, and thereby to achieve maximum technical and economic benefit from standardization. The information set forth in these publications is provided to users for their consideration and decision to implement. This is of particular importance where DEPs may not
8、 cover every requirement or diversity of condition at each locality. The system of DEPs is expected to be sufficiently flexible to allow individual operating companies to adapt the information set forth in DEPs to their own environment and requirements. When Contractors or Manufacturers/Suppliers us
9、e DEPs they shall be solely responsible for the quality of work and the attainment of the required design and engineering standards. In particular, for those requirements not specifically covered, the Principal will expect them to follow those design and engineering practices which will achieve the
10、same level of integrity as reflected in the DEPs. If in doubt, the Contractor or Manufacturer/Supplier shall, without detracting from his own responsibility, consult the Principal or its technical advisor. The right to use DEPs is granted by SIOP, SIEP or SIC, in most cases under Service Agreements
11、primarily with companies of the Royal Dutch/Shell Group and other companies receiving technical advice and services from SIOP, SIEP or SIC. Consequently, three categories of users of DEPs can be distinguished: 1)Operating companies having a Service Agreement with SIOP, SIEP, SIC or other Service Com
12、pany. The use of DEPs by these Operating companies is subject in all respects to the terms and conditions of the relevant Service Agreement. 2)Other parties who are authorized to use DEPs subject to appropriate contractual arrangements. 3)Contractors/subcontractors and Manufacturers/Suppliers under
13、a contract with users referred to under 1) or 2) which requires that tenders for projects, materials supplied or - generally - work performed on behalf of the said users comply with the relevant standards. Subject to any particular terms and conditions as may be set forth in specific agreements with
14、 users, SIOP, SIEP and SIC disclaim any liability of whatsoever nature for any damage (including injury or death) suffered by any company or person whomsoever as a result of or in connection with the use, application or implementation of any DEP, combination of DEPs or any part thereof. The benefit
15、of this disclaimer shall inure in all respects to SIOP, SIEP, SIC and/or any company affiliated to these companies that may issue DEPs or require the use of DEPs. Without prejudice to any specific terms in respect of confidentiality under relevant contractual arrangements, DEPs shall not, without th
16、e prior written consent of SIOP and SIEP, be disclosed by users to any company or person whomsoever and the DEPs shall be used exclusively for the purpose for which they have been provided to the user. They shall be returned after use, including any copies which shall only be made by users with the
17、express prior written consent of SIOP and SIEP. The copyright of DEPs vests in SIOP and SIEP. Users shall arrange for DEPs to be held in safe custody and SIOP or SIEP may at any time require information satisfactory to them in order to ascertain how users implement this requirement. All administrati
18、ve queries should be directed to the DEP Administrator in SIOP. NOTE: In addition to DEP publications there are Standard Specifications and Draft DEPs for Development (DDDs). DDDs generally introduce new procedures or techniques that will probably need updating as further experience develops during
19、their use. The above requirements for distribution and use of DEPs are also applicable to Standard Specifications and DDDs. Standard Specifications and DDDs will gradually be replaced by DEPs. DEP 37.19.00.30-Gen. March 1994 Page 2 PDF created with pdfFactory Pro trial version TABLE OF CONTENTS PAR
20、T IINTRODUCTION4 1.1SCOPE 4 1.2DISTRIBUTION, APPLICABILITY AND REGULATORY CONSIDERATIONS .4 1.3DEFINITIONS 4 1.4CROSS-REFERENCES.5 PART IIAMENDMENTS/SUPPLEMENTS TO API RP 2A-LRFD. 6 SECTION APLANNING.6 SECTION BDESIGN REQUIREMENTS .8 SECTION CLOADS.9 SECTION ECONNECTIONS.18 SECTION FFATIGUE .19 SECT
21、ION GFOUNDATION DESIGN.20 SECTION HSTRUCTURAL COMPONENTS AND SYSTEMS 28 SECTION IMATERIAL .30 SECTION JDRAWINGS AND SPECIFICATIONS 33 SECTION KWELDING 34 SECTION LFABRICATION .35 SECTION MINSTALLATION36 SECTION NINSPECTION .40 SECTION OSURVEY 41 SECTION PPLATFORM REUSE 42 SECTION QMINIMUM STRUCTURES
22、 .43 COMMENTARY ON LRFD METHODOLOGY 44 COMMENTARY APLANNING.45 COMMENTARY CLOADS.46 COMMENTARY FFATIGUE .51 COMMENTARY GFOUNDATION DESIGN.52 COMMENTARY HSTRUCTURAL COMPONENTS AND SYSTEMS 53 COMMENTARY IMATERIAL .54 COMMENTARY KWELDING 55 COMMENTARY LFABRICATION .56 COMMENTARY OSURVEY 57 COMMENTARY Q
23、MINIMUM STRUCTURES .58 PART IIITYPOGRAPHICAL CORRECTIONS TO API RP 2A-LRFD 59 PART IVREFERENCES.60 FIGURES 63 DEP 37.19.00.30-Gen. March 1994 Page 3 PDF created with pdfFactory Pro trial version PART IINTRODUCTION 1.1SCOPE This new DEP provides guidance on engineering principles and practices relat
24、ing to the design of steel substructures for fixed offshore platforms. Guidance is also provided on issues relating to planning and construction to the extent that these are relevant to design. This DEP is based on API RP 2A-LRFD. Part II of this DEP amends, supplements and replaces various clauses/
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