NS EN 14620-3 : 1ED 2007
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 DEGREES C AND -165 DEGREES C - PART 3: CONCRETE COMPONENTS
12-01-2013
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.
| DocumentType |
Standard
|
| PublisherName |
Norwegian Standards (Norges Standardiseringsforbund)
|
| Status |
Current
|
| Standards | Relationship |
| BS EN 14620-3:2006 | Identical |
| UNI EN 14620-3 : 2006 | Identical |
| DIN EN 14620-3:2006-12 | Identical |
| EN 14620-3:2006 | Identical |
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