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EN 14620-3:2006

Current

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 - Part 3: Concrete components

Published date

13-09-2006

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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

This European Standard specifies general requirements for materials, design and construction of the concrete components of the refrigerated liquefied gas storage tanks.This European Standard deals with the 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.

Committee
CEN/TC 265
DevelopmentNote
Supersedes PREN 14620-3. (12/2007)
DocumentType
Standard
PublisherName
Comite Europeen de Normalisation
Status
Current

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