Section
4 Materials
4.1 General
4.1.1 The Rules relate in general to the construction of steel units of welded
construction, although consideration will be given to the use of other materials.
For concrete structures, see
Pt 9 Concrete Unit Structures.
4.1.2 The materials used for the construction and repair of units and
installed machinery are to be manufactured and tested in accordance with the
requirements of the Rules for the Manufacture, Testing and Certification of
Materials (hereinafter referred to as the Rules for Materials).
4.1.3 As an alternative, materials which comply with National or proprietary
specifications may be accepted provided that these specifications give reasonable
equivalence to the requirements of the Rules for Materials or are approved for a
specific application. Generally, survey and certification are to be carried out in
accordance with the requirements of the Rules for Materials.
4.1.4 Materials for specialised areas of the unit, related to its function or
special features class notation, are to be in accordance with the relevant Chapters
of this Part, see also
Pt 3, Ch 1, 4.3 Structural categories.
4.2 Material selection
4.2.1 Materials are to be selected in accordance with the requirements of the
design in respect of static strength, fatigue strength, fracture resistance and
corrosion resistance, as appropriate.
4.2.2 The grades of steel to be used in the construction of the unit are to be
related to the thickness of the material, the location on the unit and the minimum
design temperature, see
Pt 3, Ch 1, 4.4 Minimum design temperature.
4.2.4 The effects of corrosion, either from the environment or from the
products handled on the unit or its associated plant and machinery, are to be taken
into account in the design.
4.3 Structural categories
4.3.1 The structural categories for the hull construction and the corresponding
grades of steel used in the structure are to be in accordance with Pt 4, Ch 2 Materials
4.4 Minimum design temperature
4.4.1 The minimum design temperature is a reference temperature used as a
criterion for the selection of the grade of steel to be used.
4.4.2 The minimum design air and sea temperatures for exposed structure are to
be taken as the lowest daily average temperature for the unit’s proposed area of
operation, based on a return period of occurrence of:
- 50 years for Mobile Offshore Units.
- 100 years for Floating Offshore Installations at a fixed
location.
Where
Daily average temperature = the average temperature during one day and
night.
The temperature is to be rounded down to the nearest degree Celsius.
Consideration is to be given to the minimum temperature along transit routes for any
voyage of the unit from one geographical location to another.
4.4.3 The minimum design temperature (MDT) for drilling plant and production
and process plant is to be defined by the designers/Builders, but when appropriate
the MDT should not be higher than the MDT for the exposed structure defined in Pt 3, Ch 1, 4.4 Minimum design temperature 4.4.2.
4.5 Aluminium structure, fittings and
paint
4.5.1 The use of aluminium alloy is permitted for secondary structure, as
defined in Pt 4, Ch 2 Materials
4.5.2 Where aluminium alloy is used for secondary structure, the material is to
conform with the requirements of Ch 8 Aluminium Alloys of the Rules for Materials.
4.5.3 The use of aluminium alloy for primary structure will be specially
considered.
4.5.4 Where aluminium alloy is used in the construction of fire divisions, it
is to be suitably insulated in accordance with the requirements of the appropriate
National Administration, see
Pt 3, Ch 1, 1 Rule Application
4.5.5 Since aluminium alloys may, under certain circumstances, give rise to
incendive sparking on impact with steel, the following requirements are to be
complied with:
- Aluminium fittings in tanks used for the storage of oil, and in
cofferdams and pump-rooms in oil storage units are to be avoided wherever
possible.
- Where fitted, aluminium fittings, anodes and supports in tanks
used for the storage of oil, cofferdams and pump-rooms are to satisfy the
requirements specified in Pt 8, Ch 2, 5 Cathodic protection in tanks for aluminium anodes.
- The danger of mistaking aluminium anodes for zinc anodes must be
emphasised. This gives rise to increased hazard if aluminium anodes are
inadvertently fitted in unsuitable locations.
- The undersides of heavy portable aluminium structures such as
gangways, etc., are to be protected by means of hard plastic or wood covers,
in order to avoid the creation of smears when dragged or rubbed across
steel, which if subsequently struck, may create an incendive spark. It is
recommended that such protection be permanently and securely attached to the
structures.
- Aluminium is not to be used in hazardous areas on drilling
units and production and oil storage units unless adequately protected, and
full details submitted for approval. Aluminium is not to be used for hatch
covers to any openings to oil storage tanks.
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