BS EN 14620-2-2006 Design and manufacture of site built vertical cylindrical flat-bottomed steel tanks for the storage of refrigerated liquefied gases with operating temperatures b.pdf
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1、BRITISH STANDARD BS EN 14620-2:2006 Design and manufacture of site built, vertical, cylindrical, flat-bottomed steel tanks for the storage of refrigerated, liquefied gases with operating temperatures between 0 C and p165 C Part 2: Metallic components The European Standard EN 14620-2:2006 has the sta
2、tus of a British Standard ICS 23.020.10 BS EN 14620-2:2006 This British Standard was published under the authority of the Standards Policy and Strategy Committee on 29 December 2006 BSI 2006 ISBN 0 580 49776 3 National foreword This British Standard was published by BSI. It is the UK implementation
3、of EN 14620-2:2006. It supersedes BS 7777-2:1993 which is withdrawn. The UK participation in its preparation was entrusted to Technical Committee PVE/15, Storage tanks for the petroleum industry. A list of organizations represented on PVE/15 can be obtained on request to its secretary. This publicat
4、ion does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. Compliance with a British Standard cannot confer immunity from legal obligations. Amendments issued since publication Amd. No. Date Comments EUROPEAN STANDARD NORME EUROPENN
5、E EUROPISCHE NORM EN 14620-2 September 2006 ICS 23.020.10 English Version Design and manufacture of site built, vertical, cylindrical, flat- bottomed steel tanks for the storage of refrigerated, liquefied gases with operating temperatures between 0 C and -165 C - Part 2: Metallic components Concepti
6、on et fabrication de rservoirs en acier fond plat, verticaux, cylindriques, construits sur site, destins au stockage des gaz rfrigrs, liqufis, dont les tempratures de service sont comprises entre 0 C et - 165 C - Partie 2 : Constituants mtalliques Auslegung und Herstellung standortgefertigter, stehe
7、nder, zylindrischer Flachboden-Stahltanks fr die Lagerung von tiefkalt verflssigten Gasen bei Betriebstemperaturen zwischen 0 C und -165 C - Teil 2: Metallische Bauteile This European Standard was approved by CEN on 20 February 2006. CEN members are bound to comply with the CEN/CENELEC Internal Regu
8、lations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the Central Secretariat or to any CEN member. This E
9、uropean Standard exists in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the official versions. CEN members are the n
10、ational standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United
11、Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: rue de Stassart, 36 B-1050 Brussels 2006 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 14620-2:2006:
12、 EEN 14620-2:2006 (E) 2 Contents Page Foreword. 4 1 Scope 5 2 Normative references . 5 3 Terms and definitions. 7 4 Materials. 8 4.1 General. 8 4.2 Temperatures 8 4.3 Primary and secondary liquid container 8 Table 1 Product and steel class. 9 Table 2 Minimum Charpy V-notch impact test energy 11 4.4
13、Vapour container/outer tank 11 Table 3 Steel for vapour container/outer tank 12 4.5 Other components 12 5 Design 13 5.1 Design theory 13 Table 4 Determination of the maximum allowable design stress 14 Table 5 Partial load and material factors for types I, II, III and IV steel 16 5.2 Primary and seco
14、ndary liquid container 16 Figure 1 Typical bottom layout 18 Table 6 Minimum shell plate thickness. 20 Figure 2 Design flowchart for membranes . 23 Table 7 k factors for S-N curves (normal distribution assumed) . 28 5.3 Vapour container (outer tank) 29 Figure 3 Typical shell-roof compression areas 32
15、 Table 8 Minimum size of top corner ring 33 5.4 Suspended roof. 33 5.5 Nozzles. 33 Figure 4 Typical roof nozzle with thermal distance piece. 35 5.6 Primary and secondary containment, bottom connections . 36 5.7 Connections between containers 36 5.8 Other details 36 6 Fabrication. 38 6.1 Handling of
16、materials 38 6.2 Plate preparation and tolerances 38 6.3 Tolerances . 39 Table 9 Radius tolerances 39 Table 10 Maximum differences between the design and the as built profile 40 Table 11 Tolerance limits on local deformation in welds 40 Figure 5 Outward and inward peaking 41 EN 14620-2:2006 (E) 3 Fi
17、gure 6 Gauge for measuring peaking. 41 Table 12 Misalignment at vertical joints 42 6.4 Roof 42 6.5 Temporary attachments . 42 7 Welding procedures 42 7.1 General. 42 7.2 WPAR requirements . 43 7.3 Impact testing 43 7.4 9 % Nickel steel . 43 7.5 Welders and welding operators. 44 7.6 Production test p
18、lates 44 8 Welding 45 8.1 Tack and temporary welds. 45 8.2 Atmospheric conditions. 45 8.3 Preheating 45 8.4 Post-weld heat treatment . 45 Table 13 Holding times at lower temperatures. 46 9 Inspection 47 9.1 Qualification of NDE personnel . 47 9.2 Inspection procedures 47 9.3 Type of inspections 47 T
19、able 14 Weld inspections of primary and secondary liquid container 48 Table 15 Extent of radiographic/ultrasonic examination of shell welds of primary and secondary liquid container 48 Table 16 Inspection of vapour barrier/liner. 50 Table 17 Extent of radiographic and ultrasonic examination of shell
20、 plate welds of vapour containers . 51 9.4 Visual inspection. 51 9.5 Dye penetrant examination 51 9.6 Magnetic particle examination. 51 9.7 Vacuum box examination. 51 9.8 Ammonia tightness test . 52 9.9 Soap bubble examination 52 9.10 Radiographic examination . 52 9.11 Ultrasonic examination. 53 9.1
21、2 Acceptance criteria. 53 9.13 Unacceptable defects in horizontal welds53 9.14 Acceptable thinning after grinding . 54 Annex A (informative) Actions on membrane 55 Table A.1 Static action 55 Table A.2 Cyclic action . 55 Table A.3 Accidental action 55 Annex B (informative) Determination of the load a
22、nd fatigue curves for membrane 56 Figure B.1 Flowchart for membranes 56 Bibliography . 57 EN 14620-2:2006 (E) 4 Foreword This European Standard (EN 14620-2:2006) has been prepared by Technical Committee CEN/TC 265 “Site built metallic tanks for the storage of liquids”, the secretariat of which is he
23、ld by BSI. This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by March 2007, and conflicting national standards shall be withdrawn at the latest by March 2007. EN 14620 Design and manufacture of site bu
24、ilt, vertical, cylindrical, flat-bottomed steel tanks for the storage of refrigerated, liquefied gases with operating temperatures between 0 C and -165 C consists of the following parts: Part 1: General; Part 2: Metallic components; Part 3: Concrete components; Part 4: Insulation components; Part 5:
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