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UNI 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 DEGREE C AND -165 DEGREE C - PART 3: CONCRETE COMPONENTS

Published date

05-12-2006

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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

Specifies general requirements for materials, design and construction of the concrete components of the refrigerated liquefied gas storage tanks.

DocumentType
Standard
PublisherName
Ente Nazionale Italiano di Unificazione (UNI)
Status
Current

Standards Relationship
NBN EN 14620-3 : 2007 Identical
NEN EN 14620-3 : 2006 Identical
NS EN 14620-3 : 1ED 2007 Identical
I.S. EN 14620-3:2006 Identical
SN EN 14620-3 : 2006 Identical
BS EN 14620-3:2006 Identical
EN 14620-3:2006 Identical
NF EN 14620-3 : 2006 Identical
DIN EN 14620-3:2006-12 Identical

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