EN 14620-1:2006
Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
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 1: General
31-03-2007
13-09-2006
Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Concept selection
4.1 Types of tank
4.2 Risk assessment
5 Quality assurance and quality control
6 Health, safety and environment plan
7 General design considerations
7.1 General
7.2 Protection systems
7.3 Actions (loadings)
8 Inspection and maintenance
Annex A (informative) Physical properties of gases
Annex B (normative) Design information
Annex C (normative) Seismic analysis
Annex D (informative) Tank heating system
Bibliography
This European Standard is a specification for vertical, cylindrical tanks, built on site, above ground and of which the primary liquid container is made of steel. The secondary container, if applicable, may be of steel or of concrete or a combination of both. An inner tank made only of pre-stressed concrete is excluded from the scope of this European Standard.This European Standard specifies principles and application rules for the structural design of the “containment” during construction, testing, commissioning, operation (accidental included), and decommissioning. It does not address the requirements for ancillary equipment such as pumps, pumpwells, valves, piping, instrumentation, staircases etc. unless they can affect the structural design of the tank.This European Standard applies to storage tanks designed to store products, having an atmospheric boiling point below ambient temperature, in a dual phase, i.e. liquid and vapour. The equilibrium between liquid and vapour phases being maintained by cooling down the product to a temperature equal to, or just below, its atmospheric boiling point in combination with a slight overpressure in the storage tank.The maximum design pressure of the tanks covered by this European Standard is limited to 500 mbar. For higher pressures, reference can be made to EN 13445, Parts 1 to 5.The operating range of the gasses to be stored is between 0 °C and –165 °C. The tanks for the storage of liquefied oxygen, nitrogen and argon are excluded.The tanks are used to store large volumes of hydrocarbon products and ammonia with low temperature boiling points, generally called “Refrigerated Liquefied Gases” (RLG’s). Typical products stored in the tanks are: methane, ethane, propane, butane, ethylene, propylene, butadiene (this range includes the LNG’s and LPG’s).NOTEProperties of the gases are given in Annex A.The requirements of this European Standard cannot cover all details of design and construction because of the variet
Committee |
CEN/TC 265
|
DevelopmentNote |
Supersedes PREN 14620-1. (12/2007)
|
DocumentType |
Standard
|
PublisherName |
Comite Europeen de Normalisation
|
Status |
Withdrawn
|
Supersedes |
Standards | Relationship |
DIN EN 14620-1:2006-12 | Identical |
NBN EN 14620-1 : 2007 | Identical |
UNE-EN 14620-1:2008 | Identical |
NEN EN 14620-1 : 2006 | Identical |
UNI EN 14620-1 : 2006 | Identical |
BS EN 14620-1:2006 | Identical |
SN EN 14620-1 : 2006 | Identical |
NF EN 14620-1 : 2006 | Identical |
PN EN 14620-1 : 2010 | Identical |
I.S. EN 14620-1:2006 | Identical |
NS EN 14620-1 : 1ED 2007 | Identical |
DS EN 14620-1 : 2007 | Identical |
ONORM EN 14620-1 : 2006 | Identical |
Z276-18 | Liquefied natural gas (LNG) - Production, storage, and handling |
DIN EN 1473:2016-10 | Installation and equipment for liquefied natural gas - Design of onshore installations |
BS EN 14620-4:2006 | 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 -165°C Insulation components |
NFPA 59A : 2016 | PRODUCTION, STORAGE, AND HANDLING OF LIQUEFIED NATURAL GAS (LNG) |
BS EN 14620-3:2006 | 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 -165°C Concrete components |
DIN EN 1473:1997-11 | INSTALLATION AND EQUIPMENT FOR LIQUEFIED NATURAL GAS - DESIGN OF ONSHORE INSTALLATIONS |
I.S. EN 1473:2016 | INSTALLATION AND EQUIPMENT FOR LIQUEFIED NATURAL GAS - DESIGN OF ONSHORE INSTALLATIONS |
EN 1473:2016 | Installation and equipment for liquefied natural gas - Design of onshore installations |
BS EN 1473:2016 | Installation and equipment for liquefied natural gas. Design of onshore installations |
EEMUA 207 : 2009 | DOUBLE CONCRETE TANKS FOR LIQUEFIED GAS - GUIDE TO DESIGN, CONSTRUCTION AND OPERATION |
EEMUA 147 : 2016 | RECOMMENDATIONS FOR REFRIGERATED LIQUEFIED GAS STORAGE TANKS |
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 -165°C Metallic components |
BS EN 14620-5:2006 | 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 -165°C Testing, drying, purging and cool-down |
EN 14620-5:2006 | 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 -165 °C - Part 5: Testing, drying, purging and cool-down |
EN 14620-3:2006 | 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 -165 °C - Part 3: Concrete components |
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 -165 °C - Part 2: Metallic components |
EN 14620-4:2006 | 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 -165 °C - Part 4: Insulation components |
14/30297213 DC : 0 | BS EN 1473 - INSTALLATION AND EQUIPMENT FOR LIQUEFIED NATURAL GAS - DESIGN OF ONSHORE INSTALLATIONS |
API 625 : 2010 | TANK SYSTEMS FOR REFRIGERATED LIQUEFIED GAS STORAGE |
EN 13445-5 : 2014 COR 2017 | UNFIRED PRESSURE VESSELS - PART 5: INSPECTION AND TESTING |
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 -165 °C - Part 2: Metallic components |
ENV 1998-4 : 1998 | EUROCODE 8 - DESIGN OF STRUCTURES FOR EARTHQUAKE RESISTANCE - SILOS, TANKS AND PIPELINES |
EN 1473:2016 | Installation and equipment for liquefied natural gas - Design of onshore installations |
EN 14620-5:2006 | 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 -165 °C - Part 5: Testing, drying, purging and cool-down |
EN 13445-4 : 2014 COR 2017 | UNFIRED PRESSURE VESSELS - PART 4: FABRICATION |
EN ISO 9001:2015 | Quality management systems - Requirements (ISO 9001:2015) |
ISO 9001:2015 | Quality management systems — Requirements |
EN 14620-4:2006 | 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 -165 °C - Part 4: Insulation components |
EN 14620-3:2006 | 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 -165 °C - Part 3: Concrete components |
EN 1998-5:2004 | Eurocode 8: Design of structures for earthquake resistance Part 5: Foundations, retaining structures and geotechnical aspects |
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