Section
6 Anchor cable
6.1 General
6.1.1 Anchor
cable may be of stud link chain, short link chain, wire rope or fibre
rope, subject to the requirements of this Section.
6.1.2 An easy lead of the cables from the windlass to the anchors and chain lockers is to be
arranged.
6.2 Chain cable
6.2.2 Short link
chain cable may be accepted provided that the breaking load is not
less than that of stud link chain cable of the diameter required by Table 5.6.1 Chain cable.
6.2.4 Grade U1
material having a tensile strength of less than 400 N/mm2 is
not to be used in association with high holding power anchors. Grade
U3 material is to be used only for chain 20,5 mm or more in diameter.
6.2.5 In addition
to Pt 3, Ch 5, 6.2 Chain cable 6.2.3 special consideration
will be given to the use of chain cable of stainless steel. Stainless
steel is to be of a suitable type, details of which are to be submitted
for consideration.
6.2.6 The form
and proportion of links and shackles are to be in accordance with Ch 10 Equipment for Mooring and Anchoring of the Rules for Materials.
Table 5.6.1 Chain cable
Mass of
HHP bower anchor, in kg
|
Length of
chain cable, in metres
|
Stud link chain cable diameter, in mm
|
Mild steel (Grade:1 or
U1)
|
Special quality steel
(Grade:U2)
|
Extra special quality
steel (Grade:U3)
|
11
|
55
|
8
|
-
|
-
|
13
|
55
|
8
|
-
|
-
|
17
|
55
|
8
|
-
|
-
|
22
|
55
|
9
|
-
|
-
|
|
|
|
|
|
27
|
55
|
9
|
-
|
-
|
32
|
82,5
|
9
|
-
|
-
|
37
|
82,5
|
11,2
|
-
|
-
|
|
|
|
|
|
44
|
82,5
|
11,2
|
-
|
-
|
52
|
110
|
11,2
|
-
|
-
|
59
|
110
|
12,5
|
-
|
-
|
|
|
|
-
|
-
|
80
|
110
|
12,5
|
-
|
-
|
117
|
110
|
14
|
12,5
|
-
|
154
|
110
|
16
|
14
|
-
|
|
|
|
|
|
197
|
137,5
|
17,5
|
16
|
-
|
240
|
137,5
|
19
|
17,5
|
-
|
292
|
137,5
|
20,5
|
17,5
|
-
|
|
|
|
|
|
360
|
137,5
|
22
|
19
|
-
|
428
|
165
|
24
|
20,5
|
-
|
495
|
165
|
26
|
22
|
20,5
|
|
|
|
|
|
585
|
165
|
28
|
24
|
22
|
675
|
192,5
|
30
|
26
|
24
|
765
|
192,5
|
32
|
28
|
24
|
|
|
|
|
|
855
|
192,5
|
34
|
30
|
26
|
968
|
192,5
|
36
|
32
|
28
|
1080
|
220
|
38
|
34
|
30
|
|
|
|
|
|
1193
|
220
|
40
|
34
|
30
|
1305
|
220
|
42
|
36
|
32
|
1440
|
220
|
44
|
38
|
34
|
|
|
|
|
|
1575
|
220
|
46
|
40
|
36
|
1710
|
247,5
|
48
|
42
|
36
|
1845
|
247,5
|
50
|
44
|
38
|
|
|
|
|
|
1980
|
247,5
|
52
|
46
|
40
|
2138
|
247,5
|
54
|
48
|
42
|
2295
|
247,5
|
56
|
50
|
44
|
Table 5.6.2 Grades of steel for use as chain
cable
Grade
|
Material
|
Tensile
strength
|
(N/mm2)
|
U1
|
Mild
steel
|
300 - 490
|
U2(a)
|
Special
|
490 - 690
|
quality steel
|
(wrought)
|
U2(b)
|
Special
|
490 - 690
|
quality
steel
|
(cast)
|
U3
|
Extra
special
|
690 min
|
quality steel
|
6.3 Testing
6.3.1 Chain cable
with a diameter of 12,5 mm or above is to be certified by Clasifications
Register (hereinafter referred to as 'LR'). Chain cable with a diameter
below 12,5 mm is to be certified by a recognised testing establishment.
6.3.2 All chain
cables are to be tested at establishments and on machines recognised
by the Committee and under the supervision of LR's Surveyors or other
Officers recognised by the Committee, and in accordance with Ch 10 Equipment for Mooring and Anchoring of the Rules for Materials.
6.3.3 Test certificates
showing particulars of size and weight of cable and of the test loads
applied are to be furnished. These certificates are to be examined
by the Surveyors when the cables are placed on board the craft.
6.4 Wire rope
6.4.1 When the
Equipment Number does not exceed 500 for craft in Service Groups
G1, G2, G2A and G3, steel wire rope may be accepted
in lieu of chain cable under the following conditions:
-
A length of chain
of the diameter specified in Table 5.6.1 Chain cable is
to be fitted to the anchor. The total length of chain is to be not
less than 10 per cent of the total required by Table 5.6.1 Chain cable. In no case is the length
of chain attached to an anchor to be less than 9 metres.
-
The wire rope used
in lieu of chain cable is to have a breaking load of not less than
that of the chain cable it replaces.
-
The combined length
of the chain cable specified in (a) and the wire is to be not less
than the length of chain cable required by Table 5.6.1 Chain cable.
-
Thimbles are to be
fitted at both ends of the wire rope, as appropriate.
-
Suitable precautions
are to be taken to reduce the wear on the wire rope at fairleads,
etc.
6.5 Fibre rope
6.5.1 When the
Equipment Number does not exceed 100, polyamide (or other equivalent
synthetic fibre) rope may be accepted in lieu of wire rope, subject
to compliance with Pt 3, Ch 5, 6.4 Wire rope 6.4.1.
6.5.3 Synthetic
fibre ropes are to be ultra-violet inhibited as necessary, dependent
upon their type.
6.6 Cable clench
6.6.1 Provision is to be made for securing the bitter end of the chain cable to
the ship structure. The fastening for securing the bitter end is to be capable of
withstanding a force of not less than 15 per cent and not greater than 30 per cent of
the minimum breaking strength of the as fitted chain cable. It is to be provided with
suitable means such that, in case of emergency, the chain cable may be easily slipped to
sea from an accessible position outside the chain cable locker. Where the mechanism for
slipping the chain cable to sea penetrates the chain locker bulkhead, this penetration
is to be made watertight.
6.6.2 Alternatively the cable end connection may be accepted where it has been designed and
constructed to a recognised National or International Standard.
6.6.3 The cable clench supporting structure is to be adequately stiffened in accordance with
the breaking strength of the fastening provided.
6.7 Cable stopping and release arrangements
6.7.1 It is recommended that suitable bow chain stoppers be provided. Where
cables pass through stoppers, these stoppers are to be manufactured from ductile
material and be designed to minimise the possibility of damage to, or snagging of, the
cable. They are to be capable of withstanding without permanent deformation a load equal
to 80 per cent of the Rule breaking load of the cable passing over them. The
corresponding stresses induced in the supporting structure are not to exceed the
allowable values given in Table 5.6.3 Allowable stresses in windlass and
chain stopper supporting structure.
The capability of the supporting structure to withstand buckling is also to be assessed.
Strength and buckling calculations are to be submitted for consideration.
Table 5.6.3 Allowable stresses in windlass and
chain stopper supporting structure
|
Permissible stress
N/mm2
|
(a)
For strength assessment by means of beam theory or grillage analysis
(see Note 1):
|
|
Normal
stress
Shear stress
Von Mises
stress
|
1,00σ0
0,60σ0
1,00
σ0
|
(b) For
strength assessment by means of finite element analysis (see Note
2):
|
|
Von
Mises stress
|
1,00
σ0
|
Symbols
|
σ0= specified minimum yield stress,
N/mm2
|
Note 1. Normal stress is
defined as the sum of bending and axial stresses. The shear stress to be
considered corresponds to the shear stress acting perpendicular to the
normal stress. No stress concentration factors are to be taken into
account.
Note 2. For strength
assessment by means of finite element analysis, the mesh is to be fine
enough to represent the geometry as realistically as possible. The aspect
ratios of elements are not to exceed 3. Girders are to be modelled using
shell or plane stress elements. Symmetric girder flanges may be modelled
by beam or truss elements. The element height of girder webs must not
exceed one-third of the web height. In way of small openings in girder
webs, the web thickness is to be reduced to an appropriate mean thickness
over the web height. Large openings are to be modelled. Stiffeners may be
modelled using shell or plane stress elements. The mesh size of
stiffeners is to be fine enough to obtain proper bending stress. If flat
bars are modelled using shell or plane stress elements, then dummy rod
elements are to be modelled at the free edge of the flat bars and the
stresses of the dummy elements are to be evaluated. Stresses are to be
read from the centre of the individual element. For shell elements the
stresses are to be evaluated at the mid plane of the element.
|
6.8 Cable locker
6.8.1 Adequate storage is to be provided to accommodate the full length of anchor
cable.
6.8.2 The chain locker is to be of a capacity and depth adequate to provide an
easy direct lead for the cable into the chain pipes, when the cable is fully stowed.
Chain or spurling pipes are to be of suitable size and provided with chafing lips. The
port and starboard cables are to be separated by a division in the locker.
6.8.3 Chain lockers and spurling pipes are to be watertight up to the exposed
weather deck and the space is to be efficiently drained. However, bulkheads between
separate chain lockers, or which form a common boundary of chain lockers, need not be
watertight.
6.8.4 Where means of access is provided to the chain locker, it is to be closed
by a substantial cover and secured by closely spaced bolts.
6.8.5 Where a means of access to spurling pipes or cable lockers is located below
the weather deck, the access cover and its securing arrangements are to be in accordance
with ISO 5894-1999, or an equivalent National Standard acceptable to LR, recognised
standards or equivalent for watertight manhole covers. Butterfly nuts and/or hinged
bolts are prohibited as the securing mechanism for the access cover.
6.8.6 The chain locker is to be provided with adequate drainage facilities.
6.9 Anchor chains and wire cables for vessels in service groups Zone 1 to Zone 3
6.9.1 The length and size of chains and wire cables are to be as prescribed by the National
Authority for the intended service.
|