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AS 3735-2001
[Pending Revision]Concrete structures for retaining liquids
Specifies requirements for the design and installation of reinforced concrete structures used for retaining liquids at ambient temperatures. This Standard is limited to concrete with ultimate compressive strength in the range 20 MPa to 50 MPa at 28 days. For these structures, This Standard supplements and takes precedence over the requirements of AS 3600, Concrete structures.
Published: 13/03/2001
Pages: 19
Table of contents
Cited references
Content history
Table of contents
Header
About this publication
PREFACE
1 SCOPE AND GENERAL
1.1 SCOPE AND APPLICATION
1.1.1 Scope
1.1.2 Application
1.2 REFERENCED DOCUMENTS
1.3 Definitions
1.4 NOTATION
1.5 USE OF ALTERNATIVE MATERIALS OR METHODS
1.5.1 General
1.5.2 Existing structures
1.5.3 Ferrocement
1.5.3.1 General
1.5.3.2 Material
1.6 DRAWINGS AND SPECIFICATIONS
1.6.1 Design data
1.6.2 Design details
2 LOADS AND LOAD COMBINATIONS
2.1 GENERAL
2.2 LOADS AND OTHER ACTIONS
2.2.1 Temperature
2.2.2 Moisture variation
2.2.3 Earthquake
2.2.4 Other actions
2.3 STABILITY DESIGN
2.4 LOAD COMBINATIONS FOR SERVICEABILITY
3 DESIGN FOR SERVICEABILITY AND STRENGTH
3.1 GENERAL
3.2 REINFORCED CONCRETE
3.2.1 General
3.2.2 Minimum reinforcement ratio
3.2.3 Limiting steel stresses for serviceability
3.2.4 Limiting concrete thickness
3.3 PRESTRESSED CONCRETE
3.3.1 General
3.3.2 Analysis
3.3.3 Limiting concrete stresses for serviceability
3.3.4 Non-tensioned reinforcement
3.3.5 Partial prestressing
4 DESIGN FOR DURABILITY
4.1 GENERAL
4.2 EXPOSURE CLASSIFICATION
4.3 REQUIREMENTS FOR CONCRETE
4.4 REQUIREMENTS FOR COVER TO REINFORCEMENT (BARS AND TENDONS)
4.4.1 General
4.4.2 Cover for concrete placement
4.4.3 Cover for corrosion protection
4.4.4 Cover modifications for special circumstances
4.4.4.1 Cast against ground
4.4.4.2 Chemical or mechanical surface treatment
4.4.4.3 Formed upper surfaces
4.4.4.4 Embedded items in cover zone
4.4.4.5 Allowance for abrasion
4.5 DURABILITY OF METAL FIXTURES IN CONTACT WITH CONCRETE
4.6 DURABILITY OF WATERSTOPS, SEALANTS AND OTHER ASSOCIATED ITEMS
5 MATERIAL AND CONSTRUCTION REQUIREMENTS
5.1 GENERAL
5.2 CONCRETE
5.2.1 General
5.2.2 Curing
5.2.3 Pneumatically applied concrete
5.3 REINFORCEMENT
5.3.1 Protective coating
5.3.1.1 General
5.3.1.2 Galvanized
5.3.1.3 Epoxy coated
5.3.2 Tendons
6 JOINTS, WATERSTOPS, JOINT FILLERS, AND SEALANTS
6.1 JOINTS
6.1.1 Purpose
6.1.2 Non-movement
6.1.3 Movement
6.1.3.1 General
6.1.3.2 Isolation
6.1.3.3 Expansion
6.1.3.4 Full contraction
6.1.3.5 Partial contraction
6.1.3.6 Hinged
6.1.3.7 Sliding
6.2 WATERSTOPS
6.3 JOINT FILLERS
6.4 SEALANTS
6.5 CONTAMINATION OF WATER
7 TESTING
7.1 GENERAL
7.2 TESTING FOR LIQUID-TIGHTNESS
7.3 TESTING OF LIQUID-RETAINING STRUCTURES
7.4 TESTING OF ROOFS
Cited references in this standard
AS/NZS 3610
Formwork for concrete
ASTM A 775M
Specification for epoxy-coated reinforcing steel bars
NZS 3106
Code of practice for concrete structures for the storage of liquids
[Superseded]
Alkali Aggregate reaction — Guidelines on Minimising the Risk of Damage to Concrete Structures in Australia
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