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AS/NZS 2041.6:2010
[Pending Revision]Buried corrugated metal structures, Part 6: Bolted plate structures
Sets out requirements for the manufacture of bolted plate buried corrugated metal structures (not including long span structures). Properties are given for design. Shape limitations are detailed. Proposed as an Australian/New Zealand Standard.
Published: 17/11/2010
Pages: 60
Table of contents
Cited references
Content history
Table of contents
Header
About this publication
Preface
1 Scope and general
1.1 Scope
1.2 Design and installation
1.3 Normative references
1.4 Definitions
1.5 Notations
2 Specification
2.1 General
2.2 Marking of structures
3 Materials and fabrication for B68 structures
3.1 Scope of section
3.2 Materials
3.2.1 Base material
3.2.2 Steel sheet
3.2.2.1 Material properties
3.2.2.2 Base metal thickness
3.2.2.3 Coating
3.2.2.4 Alternative coatings
3.2.3 Steel bolts and nuts
3.2.3.1 Diameter
3.2.3.2 Dimensions
3.2.3.3 Mechanical properties
3.2.3.4 Coating
3.2.4 Aluminium sheet
3.2.4.1 General
3.2.4.2 Cladding thickness
3.2.4.3 Chemical composition
3.2.4.4 Material properties
3.2.4.5 Base metal thickness
3.2.5 Aluminium bolts and nuts
3.3 Fabrication
3.3.1 General
3.3.2 Sinusoidal corrugations
3.3.3 Sheet tolerances
3.3.3.1 Sheet width
3.3.3.2 Sheet length
3.3.3.3 Sheet curvature
3.3.3.4 Structure end finishing sheets
3.3.4 Bolt-holes and slots
3.3.4.1 General
3.3.4.2 Longitudinal seams
3.3.4.3 Circumferential seams
3.3.4.4 Hole alignment
3.3.4.5 Edge distance
3.3.4.6 Hole and slot defects
3.4 Repair of defects and coatings
3.4.1 General
3.4.2 Assessment and repairs of damaged coatings
4 Materials and fabrication for B152 structures
4.1 Materials
4.1.1 Steel plate
4.1.1.1 Material properties
4.1.1.2 Coating
4.1.1.3 Alternative and additional coatings
4.1.1.4 Base metal thickness
4.1.2 Steel bolts and nuts
4.1.2.1 Diameter
4.1.2.2 Dimensions
4.1.2.3 Mechanical properties
4.1.2.4 Coating
4.1.2.5 Lubrication
4.2 Fabrication
4.2.1 General
4.2.2 Sinusoidal corrugations
4.2.3 Plate tolerances
4.2.3.1 Plate width and length
4.2.3.2 Plate curvature
4.2.4 Bolt-holes
4.2.4.1 General
4.2.4.2 Edge distance
4.2.4.3 Longitudinal seams
4.2.4.4 Circumferential seams
4.2.4.5 Hole alignment
4.2.4.6 Hole configuration
4.2.4.7 Hole defects
4.2.5 Plate identification and traceability
4.3 Repair of defects and coatings
4.3.1 General
4.3.2 Assessment and repairs of damaged coatings
5 Materials and fabrication for B200 structures
5.1 Materials
5.1.1 Steel plate
5.1.1.1 Material properties
5.1.1.2 Coating
5.1.1.3 Alternative and additional coatings
5.1.1.4 Base metal thickness
5.1.2 Steel bolts and nuts
5.1.2.1 Diameter
5.1.2.2 Dimensions
5.1.2.3 Mechanical properties
5.1.2.4 Coating
5.1.2.5 Lubrication
5.1.3 Aluminium plate
5.1.3.1 Material properties
5.1.3.2 Base metal thickness
5.1.4 Aluminium bolts and nuts
5.1.4.1 General
5.1.4.2 Mechanical properties
5.2 Fabrication
5.2.1 General
5.2.2 Sinusoidal corrugations
5.2.3 Plate tolerances
5.2.3.1 Plate width
5.2.3.2 Plate length
5.2.3.3 Plate curvature
5.2.4 Bolt-holes
5.2.4.1 General
5.2.4.2 Edge distance
5.2.4.3 Longitudinal seams
5.2.4.4 Circumferential seams
5.2.4.5 Hole alignment
5.2.4.6 Hole configuration
5.2.4.7 Hole defects
5.2.5 Plate identification and traceability
5.3 Repair of defects and coatings
5.3.1 General
5.3.2 Assessment and repairs of damaged coatings
6 Materials and fabrication for B230 structures
6.1 Materials
6.1.1 Aluminium plate
6.1.1.1 Material properties
6.1.1.2 Base metal thickness
6.1.2 Steel bolts and nuts
6.1.2.1 Diameter
6.1.2.2 Dimensions
6.1.2.3 Mechanical properties
6.1.2.4 Coating
6.1.2.5 Lubrication
6.1.3 Aluminium bolts and nuts
6.1.3.1 General
6.1.3.2 Mechanical properties
6.2 Fabrication
6.2.1 General
6.2.2 Sinusoidal corrugations
6.2.3 Plate tolerances
6.2.3.1 Plate width and length
6.2.3.2 Plate curvature
6.2.3.3 Plate thickness tolerance
6.2.4 Bolt-holes
6.2.4.1 General
6.2.4.2 Edge distance
6.2.4.3 Longitudinal seams
6.2.4.4 Circumferential seams
6.2.4.5 Hole alignment
6.2.4.6 Hole configuration
6.2.4.7 Hole defects
6.2.5 Plate identification and traceability
6.3 Repair of defects
6.3.1 General
7 Materials and fabrication for B381 structures
7.1 Materials
7.1.1 Steel sheet
7.1.1.1 Material properties
7.1.1.2 Coating
7.1.1.3 Alternative coatings
7.1.1.4 Base metal thickness
7.1.2 Steel bolts and nuts
7.1.2.1 Diameter
7.1.2.2 Dimensions
7.1.2.3 Mechanical properties
7.1.2.4 Coating
7.1.2.5 Lubrication
7.2 Fabrication
7.2.1 General
7.2.2 Sinusoidal corrugations
7.2.3 Plate tolerances
7.2.3.1 Longitudinal dimension
7.2.3.2 Circumferential dimension
7.2.3.3 Plate curvature
7.2.4 Bolt-holes
7.2.4.1 General
7.2.4.2 Edge distance
7.2.4.3 Longitudinal seams
7.2.4.4 Circumferential seams
7.2.4.5 Hole configuration
7.2.4.6 Hole defects
7.2.5 Plate identification and traceability
7.3 Repair of defects and coatings
7.3.1 General
7.3.2 Assessment and repairs of damaged coatings
8 Section properties for design
8.1 Scope of section
8.2 Dimensions and tolerances
8.3 Material and section properties
9 Shape limitations
Appendix A
A1 General
A2 Design information to be supplied to the manufacturer and installer
A3 Information to be supplied by the manufacturer
A4 Marking
Appendix B
B1 Scope
B2 Statistical sampling
B3 Product certification
B4 Supplier’s quality management system
B5 Other means of assessment
Bibliography
Cited references in this standard
[Available Superseded]
High-strength steel bolts with associated nuts and washers for structural engineering
ASTM B695
Standard specification for coatings of zinc mechanically deposited on iron and steel
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