Toxic, Corrosive and Ecotoxic Liquids Tank Wagons HSNOCOP 39 - Revoked
Other citing documents: Environmental Protection Authority
Section:
1.7 ReferencesContext:
AS/NZS 1554:2011 Structural Steel Welding parts 1, 4, 5 and 6Section:
2.8.2Context:
Welding of steel components for structural purposes necessary in building any new tank wagon or in modifying any existing tank wagon shall conform to the provisions of AS/NZS 1554:2011.Section:
5.4.2Context:
All joints between tank shell, heads, baffles (or baffle attachment rings) and bulkheads shall be welded in accordance with AS/NZS 1554:2011 (Category GP),...Section:
5.4.5Context:
Inspection of the welding shall be carried out in accordance with the welding specification (AS/NZS 1554:2011 or...AS/NZS 1554.4:2010 Structural steel welding - Welding of high strength quenched and tempered steels
SUPERSEDED
Section:
1.7 ReferencesContext:
AS/NZS 1554:2011 (sic) Structural Steel Welding parts 1, 4, 5 and 6Section:
2.8.2Context:
Welding of steel components for structural purposes necessary in building any new tank wagon or in modifying any existing tank wagon shall conform to the provisions of AS/NZS 1554:2011 (sic).Section:
5.4.2Context:
All joints between tank shell, heads, baffles (or baffle attachment rings) and bulkheads shall be welded in accordance with AS/NZS 1554:2011 (sic) (Category GP),...Section:
5.4.5Context:
Inspection of the welding shall be carried out in accordance with the welding specification (AS/NZS 1554:2011 (sic) or...Section:
1.7 ReferencesContext:
AS/NZS 1554:2011 (sic) Structural Steel Welding parts 1, 4, 5 and 6Section:
2.8.2Context:
Welding of steel components for structural purposes necessary in building any new tank wagon or in modifying any existing tank wagon shall conform to the provisions of AS/NZS 1554:2011 9 (sic).Section:
5.4.2Context:
All joints between tank shell, heads, baffles (or baffle attachment rings) and bulkheads shall be welded in accordance with AS/NZS 1554:2011 (sic) (Category GP),...Section:
5.4.5Context:
Inspection of the welding shall be carried out in accordance with the welding specification (AS/NZS 1554:2011 (sic) or...Section:
1.7 ReferencesContext:
AS/NZS 1665:2004 Welding of aluminium structuresSection:
5.4.2Context:
All joints between tank shell, heads, baffles (or baffle attachment rings) and bulkheads shall be welded in accordance with AS/NZS 1554:2011 (Category GP), AS/NZS 1665:2004 (Weld quality 2) or...Section:
5.4.5Context:
Inspection of the welding shall be carried out in accordance with the welding specification (AS/NZS 1554:2011 or AS/NZS 1665:2004 as relevant) including...Section:
1.7 ReferencesContext:
AS/NZS 3678:2011 Structural steel – Hot-rolled plates, floor plates and slabsSection:
3.4.3Context:
Steel – Steel shall be of a quality suitable for the conditions in which it is being used and shall be at least equivalent to the requirements of the following Australian (sic) Standards (or equivalent), as appropriate:... ...AS/NZS 3678:2011 – Structural steel – Hot-rolled plates, floor plates and slabs...Section:
1.7 ReferencesContext:
AS/NZS 4673:2001 Cold formed stainless steel structuresSection:
3.4.3Context:
Steel – Steel shall be of a quality suitable for the conditions in which it is being used and shall be at least equivalent to the requirements of the following Australian (sic) Standards (or equivalent), as appropriate: AS/NZS 4673:2001 – Cold formed stainless steel structures...Section:
1.7 ReferencesContext:
NZS 3404:1997 Steel structures standard Parts 1 and 2Section:
2.3.1.6Context:
A limit state or alternative method of design can be used in accordance with NZS 3404:1997 or...Section:
2.3.2.5Context:
A limit state or alternative method of design shall be used in accordance with NZS 3404:1997.Section:
2.7.3Context:
Fatigue of the tank wagon chassis mountings shall be included in the design of the tank wagon (i.e. by reducing areas of stress concentration) in accordance with the provisions of NZS 3404:1997 Part 1 Section 10 or similar standard.Section:
5.2.1Context:
Design Actions: The tank, its supports and connections shall be designed in accordance with NZS 3404:1997, or...Section:
1.5.9Context:
Liquids with Class 6 or 8 Hazard Classification: Liquids, mixtures of liquids, and liquids containing solids in solution and suspension with a class 6 or 8 hazard class as determined in accordance with the Hazardous Substances (Classification) Regulations 2001 or as referenced in NZS 5433 Transport of Dangerous Goods on Land or...Section:
5.3.5Context:
Note: NZS 5433 does not permit alkalis and acids to be carried on the same tank wagon.Section:
1.7 ReferencesContext:
AS/NZS 3678:2011 Structural steel – Hot-rolled plates, floor plates and slabsSection:
3.4.3Context:
Steel – Steel shall be of a quality suitable for the conditions in which it is being used and shall be at least equivalent to the requirements of the following Australian (sic) Standards (or equivalent), as appropriate:... ...AS/NZS 3678:2011 – Structural steel – Hot-rolled plates, floor plates and slabs...Section:
1.7 ReferencesContext:
NZS 4711:1984 Qualification test for metal-arc welders.Section:
2.8.3Context:
In New Zealand the appropriate qualification is obtained under NZS 4711:1984, relevant to the materials used and the position involved.Section:
1.7 ReferencesContext:
AS/NZS 1664.2:1997 Aluminium structures - Allowable stress designSection:
5.2.1Context:
Design Actions: The tank, its supports and connections shall be designed in accordance with... ...AS/NZS 1664.2:1997 Aluminium structures – Allowable stress design...Section:
5.2.3Context:
The thickness of the tank shell and the design of its supports and connections shall be calculated in accordance with AS 4100:1998 or AS/NZS 1664.2:1997 if of metal or similar appropriate construction standards if of some other material.AS/NZS 1554.4:2010 Structural steel welding - Welding of high strength quenched and tempered steels
SUPERSEDED
Section:
1.7 ReferencesContext:
AS/NZS 1554:2011 (sic) Structural Steel Welding parts 1, 4, 5 and 6Section:
2.8.2Context:
Welding of steel components for structural purposes necessary in building any new tank wagon or in modifying any existing tank wagon shall conform to the provisions of AS/NZS 1554:2011 (sic).Section:
5.4.2Context:
All joints between tank shell, heads, baffles (or baffle attachment rings) and bulkheads shall be welded in accordance with AS/NZS 1554:2011 (sic) (Category GP),...Section:
5.4.5Context:
Inspection of the welding shall be carried out in accordance with the welding specification (AS/NZS 1554:2011 (sic) or...Section:
1.5.9Context:
Liquids with Class 6 or 8 Hazard Classification: Liquids, mixtures of liquids, and liquids containing solids in solution and suspension with a class 6 or 8 hazard class as determined in accordance with the Hazardous Substances (Classification) Regulations 2001 or as referenced in NZS 5433 Transport of Dangerous Goods on Land or...Section:
5.3.5Context:
Note: NZS 5433 does not permit alkalis and acids to be carried on the same tank wagon.Section:
1.7 ReferencesContext:
AS/NZS 1554:2011 (sic) Structural Steel Welding parts 1, 4, 5 and 6Section:
2.8.2Context:
Welding of steel components for structural purposes necessary in building any new tank wagon or in modifying any existing tank wagon shall conform to the provisions of AS/NZS 1554:2011 9 (sic).Section:
5.4.2Context:
All joints between tank shell, heads, baffles (or baffle attachment rings) and bulkheads shall be welded in accordance with AS/NZS 1554:2011 (sic) (Category GP),...Section:
5.4.5Context:
Inspection of the welding shall be carried out in accordance with the welding specification (AS/NZS 1554:2011 (sic) or...Section:
1.7 ReferencesContext:
AS/NZS 1866:1997 Aluminium and aluminium alloys – Extruded rod, bar, solid and hollow shapesSection:
3.4.5Context:
Aluminium alloys used in the construction of tanks shall be of a quality suitable for the conditions in which it is being used and shall not be less than the grades specified in the following Australian (sic) standards (or equivalent) as appropriate: ... ...AS/NZS 1866:1997 - Aluminium and aluminium alloys – Extruded rod, bar, solid and hollow shapes.Section:
1.7 ReferencesContext:
AS/NZS 2430.3.3 Classification of hazardous areas Part 3.3 Examples of area classification – Flammable liquidsSection:
1.7 ReferencesContext:
AS (sic) 3679.1:2010 Structural steel - Hot rolled bars and sectionsSection:
3.4.3Context:
Steel shall be of a quality suitable for the conditions in which it is being used and shall be at least equivalent to the requirements of the following... ...AS/NZS 3679.1:2010 – Structural steel - Hot rolled bars and sections; AS/NZS 3679.2:2010 – Structural Steel - Welded I sections...Section:
1.7 ReferencesContext:
AS/NZS 1163:2009 Cold formed structural steel hollow sectionsSection:
3.4.3Context:
Steel – Steel shall be of a quality suitable for the conditions in which it is being used and shall be at least equivalent to the requirements of the following Australian (sic) Standards (or equivalent), as appropriate:... ... AS/NZS 1163:2009 – Structural steel hollow sections...Section:
1.7 ReferencesContext:
AS/NZS 1554:2011 Structural Steel Welding parts 1, 4, 5 and 6Section:
2.8.2Context:
Welding of steel components for structural purposes necessary in building any new tank wagon or in modifying any existing tank wagon shall conform to the provisions of AS/NZS 1554:2011.Section:
5.4.2Context:
All joints between tank shell, heads, baffles (or baffle attachment rings) and bulkheads shall be welded in accordance with AS/NZS 1554:2011 (Category GP),...Section:
5.4.5Context:
Inspection of the welding shall be carried out in accordance with the welding specification (AS/NZS 1554:2011 or...Section:
1.7 ReferencesContext:
AS (sic) 3679.2:2010 Structural Steel - Welded I sectionsSection:
3.4.3Context:
Steel shall be of a quality suitable for the conditions in which it is being used and shall be at least equivalent to the requirements of the following... ...AS/NZS 3679.1:2010 – Structural steel - Hot rolled bars and sections; AS/NZS 3679.2:2010 – Structural Steel - Welded I sections...Section:
1.7 ReferencesContext:
AS (sic) 3679.2:2010 Structural Steel - Welded I sectionsSection:
3.4.3Context:
Steel shall be of a quality suitable for the conditions in which it is being used and shall be at least equivalent to the requirements of the following... ...AS/NZS 3679.1:2010 – Structural steel - Hot rolled bars and sections; AS/NZS 3679.2:2010 – Structural Steel - Welded I sections...Section:
1.7 ReferencesContext:
AS/NZS 1554:2011 Structural Steel Welding parts 1, 4, 5 and 6Section:
2.8.2Context:
Welding of steel components for structural purposes necessary in building any new tank wagon or in modifying any existing tank wagon shall conform to the provisions of AS/NZS 1554:2011.Section:
5.4.2Context:
All joints between tank shell, heads, baffles (or baffle attachment rings) and bulkheads shall be welded in accordance with AS/NZS 1554:2011 (Category GP),...Section:
5.4.5Context:
Inspection of the welding shall be carried out in accordance with the welding specification (AS/NZS 1554:2011 or...Section:
1.7 ReferencesContext:
AS/NZS 1734:1997 Aluminium and aluminium alloys – Flat sheet, coiled sheet and plateSection:
3.4.5Context:
Aluminium alloys used in the construction of tanks shall be of a quality suitable for the conditions in which it is being used and shall not be less than the grades specified in the following Australian (sic) standards (or equivalent) as appropriate: ... ...AS/NZS 1734:1997 - Aluminium and aluminium alloys – Flat sheet, coiled sheet and plate...Section:
1.5.9Context:
Liquids with Class 6 or 8 Hazard Classification: Liquids, mixtures of liquids, and liquids containing solids in solution and suspension with a class 6 or 8 hazard class as determined in accordance with the Hazardous Substances (Classification) Regulations 2001 or as referenced in NZS 5433 Transport of Dangerous Goods on Land or...Section:
5.3.5Context:
Note: NZS 5433 does not permit alkalis and acids to be carried on the same tank wagon.Section:
1.7 ReferencesContext:
AS/NZS 1163:2009 Cold formed structural steel hollow sectionsSection:
3.4.3Context:
Steel – Steel shall be of a quality suitable for the conditions in which it is being used and shall be at least equivalent to the requirements of the following Australian (sic) Standards (or equivalent), as appropriate:... ... AS/NZS 1163:2009 – Structural steel hollow sections...Section:
1.7 ReferencesContext:
AS/NZS 1664.1:1997 Aluminium structures - Limit state design