1.2.1
Double-hull oil tanker is a ship which is constructed primarily for the
carriage of oil in bulk, which has the cargo tanks protected by a double-hull which
extends for the entire length of the cargo area, consisting of double sides and
double-bottom spaces for the carriage of water ballast or void spaces.
1.2.2
Ballast tank is a tank which is used primarily for the carriage of salt water
ballast.
1.2.3
Combined cargo/ballast tank, if referred to within the Code, is a tank which
is used for the carriage of cargo or ballast water as a routine part of the vessel's
operation and will be treated as a Ballast Tank. Cargo tanks in which water ballast
might be carried only in exceptional cases per MARPOL regulation I/18.3 are to be treated as cargo tanks.
1.2.4
Overall survey is a survey intended to report on the overall condition of the
hull structure and determine the extent of additional close-up surveys.
1.2.5
Close-up survey is a survey where the details of structural components are
within the close visual inspection range of the surveyor, i.e. normally within reach
of hand.
1.2.6
Transverse section is the cross section of the hull perpendicular to the
ship's centreline and includes all longitudinal members such as plating,
longitudinals and girders at the deck, sides, bottom, inner bottom and longitudinal
bulkheads. For transversely framed oil tankers, a transverse section includes
adjacent frames and their end connections in way of transverse sections.
1.2.7
Representative tanks are those which are expected to reflect the condition of
other tanks of similar type and service and with similar corrosion prevention
systems. When selecting representative tanks, account shall be taken of the service
and repair history on board and identifiable critical structural areas and/or suspect
areas.
1.2.8
Suspect areas are locations
showing substantial corrosion and/or are considered by the surveyor
to be prone to rapid wastage.
1.2.9
Substantial corrosion is an extent of corrosion such that assessment of
corrosion pattern indicates a wastage in excess of 75% of allowable margins, but
within acceptable limits. For ships built under the IACS Common Structural Rules,
substantial corrosion is an extent of corrosion such that the assessment of the
corrosion pattern indicates a measured thickness between tren + 0.5mm and
tren. Renewal thickness (tren) is the minimum allowable
thickness, in mm, below which renewal of structural members is to be carried out.
1.2.10
Corrosion prevention system is normally considered a full hard protective
coating. Hard protective coating should usually be epoxy coating or equivalent. Other
coating systems, which are neither soft nor semi-hard coatings, may be considered
acceptable as alternatives provided that they are applied and maintained in
compliance with the manufacturer's specification.
1.2.11
Coating condition is defined as follows:
-
GOOD
|
condition with only minor
spot rusting;
|
FAIR
|
condition with local
breakdown of coating at edges of stiffeners and weld connections
and/or light rusting over 20% or more of areas under consideration,
but less than as defined for POOR condition; and
|
POOR
|
condition with general
breakdown of coating over 20% or more of areas or hard scale at 10%
or more of areas under consideration.
|
1.2.12
Critical structural areas are locations which have been identified from
calculations to require monitoring or from the service history of the subject ship or
from similar or sister ships, if applicable, to be sensitive to cracking, buckling or
corrosion which would impair the structural integrity of the ship.
1.2.13
Cargo area is that part of the ship which contains cargo tanks, slop tanks and
cargo/ballast pump-rooms, cofferdams, ballast tanks and void spaces adjacent to cargo
tanks and also deck areas throughout the entire length and breadth of the part of the
ship over the above-mentioned spaces.
1.2.14
Intermediate survey is a survey
carried out either at the second or the third annual survey.
1.2.15
Prompt and thorough repair is
a permanent repair completed at the time of survey to the satisfaction
of the surveyor, therein removing the need for the imposition of any
associated condition of classification or recommendation.
1.2.16
Special consideration or Specially considered (in connection with close-up
surveys and thickness measurements) means sufficient close-up inspection and
thickness measurements are taken to confirm the actual average condition of the
structure under coating.
1.2.17
Pitting corrosion is defined as scattered corrosion spots/areas with local
material reductions which are greater than the general corrosion in the surrounding
area. Pitting intensity is defined in figure 1.
1.2.18
Edge corrosion is defined as local material loss at the free edges of plates,
stiffeners, primary support members and around openings. An example of edge corrosion
is shown in figure 2.
1.2.19
Grooving corrosion is typically local material loss adjacent to weld joints
along abutting stiffeners and at stiffener or plate butts or seams. An example of
groove corrosion is shown in figure 3.