LR V.7 Cargo tank boundaries
LR V.7.1 General
LR V.7.1.1
The requirements of this Section are related to the application
of mild steel, solid stainless steel or stainless clad steel. Thicknesses
derived for clad steel include the cladding. The thickness of the
cladding itself is to be at least 1,5 mm at the tank sides and top,
and 2,0 mm at the tank bottom.
LR V.7.1.2
In no case may tanks integral with the hull structure be used
for a pressure/vacuum relief valve setting exceeding 0,7 bar gauge.
The negative setting is assumed not to exceed 0,07 bar gauge.
LR V.7.1.3
Scantlings are to be suitable for the relative densities of
the cargoes intended to be carried.
LR V.7.1.4
Where it is proposed to carry cargoes requiring temperature
control for reasons of safe carriage, the temperature control arrangements
are to be appropriate to the intended service and the characteristics
of the cargo. Details are to be submitted.
LR V.7.1.5
Tank boundary scantlings are to be not less than the minimum
standard required for oil tankers, i.e. as required by Pt 4, Ch 9 Double Hull Oil Tankers*, without correction for relative
density.
LR V.7.1.6
The ends of corrugated bulkheads are to be suitably supported,
where necessary by fitting additional stiffening.
LR V.7.2 Symbols
LR V.7.2.1
The symbols used in this Section are defined as follows:
f
|
= |
1.1 - but need not exceed 1,0 |
- h
1, h
2, h
3 are vertical distances, in metres, from a point one-third of the height
of the plate above its lowest edge to:
- for h
1 the highest point of the tank, excluding the hatchway
- for h
2 the top of the overflow
- for h
3 the level of test head defined in Pt 3, Ch 1, 8 Inspection and workmanship*
- h
4, h
5, h
6 are vertical distances, in metres, from the mid-point of the stiffener
length, l
e, to:
- for h
4 the highest point of the tank, excluding the hatchway
- for h
5 the top of the overflow
- for h
6 the level of test head defined in Pt 3, Ch 1, 8 Inspection and workmanship*
K
c
|
= |
plate thickness factor, in mm, see
LR V.7.4 Plating
|
l
|
= |
overall length of stiffener between the support points, in
metres |
l
e
|
= |
effective length of stiffener, in metres, as defined in Table 1.9.1 Watertight and deep tank bulkhead
scantlings of Pt 4, Ch 1* |
p
|
= |
pitch of symmetrical corrugations, in mm |
s
|
= |
stiffener spacing for plane and double plate bulkheads, in mm |
= |
breadth of flange or web, whichever is the greater, for corrugated
bulkheads, in mm |
αp
|
= |
α1, α2, α3, whichever is the
greatest, where |
α1
|
= |
|
α2
|
= |
|
α3
|
= |
|
αs
|
= |
α4, α5, α6, whichever is the
greatest, where |
α4
|
= |
|
α5
|
= |
|
α6
|
= |
|
γ |
= |
1,4 for rolled or built sections and double plate bulkheads |
= |
1,6 for flat bars |
= |
1,1 for symmetrical corrugations |
ω1, ω2
|
= |
end constraint factors, values given in Table 1.9.3 Bulkhead end constraint
factors of Pt 4, Ch 1*. |
LR V.7.3 Minimum thickness for stainless steel
LR V.7.3.1
Where stainless steel is used, the minimum thickness in cargo
tanks required by Pt 4, Ch 9, 10.2 Compartment minimum thickness*
may be reduced by ( 2,5-K
c) mm, or is to be
increased if K
c is greater than 2,5 mm. The
final overall thickness of material is to be not less than 6,5 mm
for tops and sides, and 7 mm for the bottoms, of tanks. See
also
LR V.7.1 General for minimum
thickness of cladding.
LR V.7.4 Plating
LR V.7.4.1
The thickness of plating forming boundaries of cargo tanks is
to be not less than given below, but may be required to be increased
locally on account of high shear forces, in accordance with Pt 3, Ch 4, 6 Hull shear strength*:
LR V.7.4.2
For mild steel construction, the value of the plate thickness
factor, K
c, is 2,5 mm. For stainless steel, K
c depends upon the type of material and its position,
as represented by the designation of the adjacent space. See
Table 1 Values of plate thickness factor,
K
c for solid and clad stainless steel .
Table 1 Values of plate thickness factor,
K
c for solid and clad stainless steel
Item
|
Designation of space adjacent to cargo tank
having stainless steel boundaries
|
K
c, in mm
|
|
|
Solid
|
Clad
|
1
|
Cargo tank
|
2
|
2,25
|
2
|
Dry space
|
1
|
1,5
|
3
|
Weather deck
|
1
|
1,5
|
4
|
Water ballast deep tank
|
See
Ch 1, 6.1 Materials of construction and welding
|
2
|
5
|
Water ballast deep tank (coated)
|
1
|
1,5
|
6
|
Double bottom ballast tank
|
See
Ch 1, 6.1 Materials of construction and welding
|
2,5
|
7
|
Double bottom ballast tank (coated)
|
1,5
|
2
|
8
|
Double bottom dry
tank
|
1,5
|
2
|
9
|
Integral heating
duct
|
2
|
3
|
LR V.7.5 Stiffeners and corrugations
LR V.7.5.1
The section modulus of rolled or fabricated stiffeners and double
plate bulkhead supports is to be not less than:
LR V.7.5.2
The inertia of rolled or fabricated stiffeners is to be not
less than:
LR V.7.5.3
For symmetrical corrugations, the section modulus is to be not
less than:
LR V.7.5.5
Where stainless steel is employed, the plating thickness calculated
for corrugated bulkheads in accordance with LR V.7.5 Stiffeners and corrugations may be reduced by (2,5-K
c)
mm.
LR V.7.5.6
The section modulus of mild steel stiffeners attached to solid
or clad stainless steel plating is to be based on the actual plating
thickness.
LR V.7.5.7
Where solid stainless steel stiffeners are to be fitted, the
thickness may be as required for mild steel, reduced by 0,5 mm.
LR V.7.5.8
Where σ1 or σ2 is less than
235 N/mm2 (24 kgf/mm2), scantlings are to be
increased by substituting the corresponding value of k
1 or k
2 for k in tank boundary
formulae for stiffener modulus and plating thickness. The value of k
1 or k
2 is not, however,
to be used to reduce Rule inertia or plate thickness requirements
as given, for example, in LR V.7.5 Stiffeners and corrugations and
item 1(b) in Table 9.7.1 Transverse oiltight bulkhead
scantlings of
Pt 4, Ch 9* respectively.
LR V.7.6 Welding
LR V.7.6.1
Weld factors as given in Pt 3, Ch 10*, Table 10.2.1 Weld factors item (7) for Chemical
Tankers are to be applied in conjunction with item (6) for Tankers
of this Table.
|