BS EN 14620-3:2006
Current
The latest, up-to-date edition.
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
Hardcopy , PDF
English
29-12-2006
Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 General
5 Vapour tightness
6 Materials
6.1 General
6.2 Concrete
6.3 Pre-stressing and reinforcing steel
7 Design
7.1 General
7.2 Partial factors for actions and combinations of actions
7.3 Liquid tightness
8 Detailing provisions
8.1 General
8.2 Pre-stressing
8.3 Wall design
8.4 Steel roof liner
8.5 Construction joints
8.6 Position of tendons and wires
8.7 Concrete cover
8.8 Minimum reinforcement
8.9 Reinforced concrete bund walls
9 Construction and workmanship
9.1 General
9.2 Crack control
9.3 Formwork and tie-rods
9.4 Spacers
9.5 Curing
9.6 Tolerances
10 Liners and coatings
10.1 General
10.2 Liners
10.3 Coatings
10.4 Thermal Protection System (TPS)
Annex A (informative) Materials
Annex B (informative) Pre-stressed concrete tank
Bibliography
Specifies general requirements for materials, design and construction of the concrete components of the refrigerated liquefied gas storage tanks.
| Committee |
PVE/15
|
| DevelopmentNote |
Together with BS EN 14620-4 supersedes BS 7777-3(1993). Supersedes 03/105150 DC (12/2006)
|
| DocumentType |
Standard
|
| Pages |
24
|
| PublisherName |
British Standards Institution
|
| Status |
Current
|
| Supersedes |
| Standards | Relationship |
| NBN EN 14620-3 : 2007 | Identical |
| DIN EN 14620-3:2006-12 | Identical |
| NS EN 14620-3 : 1ED 2007 | Identical |
| I.S. EN 14620-3:2006 | Identical |
| EN 14620-3:2006 | Identical |
| NF EN 14620-3 : 2006 | Identical |
| NEN EN 14620-3 : 2006 | Identical |
| EN 10002-1 : 2001 | METALLIC MATERIALS - TENSILE TESTING - PART 1: METHOD OF TEST AT AMBIENT TEMPERATURE |
| 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 |
| ANSI/AWWA D110:2013(R2018) | WIRE- AND STRAND-WOUND, CIRCULAR, PRESTRESSED CONCRETE WATER TANKS |
| EN 10080:2005 | Steel for the reinforcement of concrete - Weldable reinforcing steel - General |
| 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 10045-1 : 1990 | METALLIC MATERIALS - CHARPY IMPACT TEST - PART 1: TEST METHOD |
| ISO 4624:2016 | Paints and varnishes — Pull-off test for adhesion |
| NFPA 59A : 2016 | PRODUCTION, STORAGE, AND HANDLING OF LIQUEFIED NATURAL GAS (LNG) |
| EN ISO 4624:2016 | Paints and varnishes - Pull-off test for adhesion (ISO 4624:2016) |
| 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 14620-1:2006 | 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 1: General |
| EN 10088-1:2014 | Stainless steels - Part 1: List of stainless steels |
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