Section
6 Steel wire ropes
6.1 General
6.1.1 Steel wire
ropes are generally to comply with the requirements of an International
or recognised National Standard and are to be suitable for the use
for which they are proposed in accordance with the manufacturer’s
recommendations.
6.1.2 Steel wire
ropes are to be manufactured at works which have been approved by
LR. A list of Approved Manufacturers of Steel Wire Ropes appears
in LR’s Lists of Approved Manufacturers of Materials.
Proposals to use steel wire rope manufactured elsewhere will be specially
considered.
6.2 Steel wire for ropes
6.2.1 The wire used
in the manufacture of rope is to be drawn from steel manufactured
by an approved process. It is to be of homogeneous quality and consistent
strength and free from visual defects likely to impair the performance
of the rope.
6.2.2 Ropes are
to be constructed from individual wires with the following tensile
strength grades, with the following range of strengths permitted,
as indicated in Table 8.6.1 Range of wire tensile strength
grades, N/mm2.
Table 8.6.1 Range of wire tensile strength
grades, N/mm2
Nominal rope grade
|
Range of wire tensile strength,
N/mm2
|
1570
|
1370 to 1770
|
1770
|
1570 to 1960
|
1960
|
1770 to 2160
|
2160
|
1960 to 2360
|
6.2.3 The variation
of breaking strength of individual wires for each of the above grades
is to be in accordance with Table 8.6.2 Permitted variations in tensile
strength.
Table 8.6.2 Permitted variations in tensile
strength
Nominal diameter
of individual wire, d, mm
|
Permitted variation above
nominal tensile strength, N/mm2
|
0,2 ≤ d <
0,5
|
390
|
0,5 ≤ d < 1,0
|
350
|
1,0 ≤ d < 1,5
|
320
|
1,5 ≤ d < 2,0
|
290
|
2,0 ≤ d < 3,5
|
260
|
3,5 ≤ d < 7,0
|
250
|
6.2.4 The wire is
to be galvanised by a hot dip or electrolytic process to give a continuous
uniform coating. However, consideration will be given to the acceptance
of non-galvanised and stainless steel wire in certain applications.
6.3 Construction and application
6.3.1 Each strand
is to be uniformly made and free from slack wires. Core wires and
fibre cores of strands are to be of sufficient size to enable the
covering wires to be evenly laid.
6.3.2 The wires
in a steel core are normally to be of similar tensile strength to
that of the main strand, but wires of a lower tensile strength may
be permitted. Fibre cores are to be of a suitable natural or man-made
material.
6.3.3 The wire rope
is to be uniformly made and the strands are to lie tightly on the
core or on the underlying strands. The free ends of all wire ropes
are to be secured against untwisting (serving). Wire ropes are to
be thoroughly lubricated.
6.3.4 Wire ropes
for running rigging are to be constructed of not less than six strands
over a main core. Each strand is, generally, to consist of not less
than 19 wires and may have a fibre or a wire core. Where the strand
has a fibre core, the wires are to be laid around it in not less than
two layers.
6.3.5 Wire ropes
with four strands may be considered for running rigging, provided
each strand is of an elliptical section and is constructed with at
least 39 wires. Bending fatigue tests are to demonstrate that the
fatigue life of the rope is at least equivalent to that of a similar
six strand rope.
6.3.6 Wire ropes
for standing rigging, guy pendants and similar applications are generally
to be constructed of six strands over a wire core.
6.3.7 Four and six
strand rope with Lang’s lay construction will not normally be
accepted for the hoisting system of any lifting appliance. They may,
however, be used in purchases which are rotationally restrained, e.g.
crane luffing systems or in shiplift winch systems.
6.3.8 Lang’s
lay construction is acceptable for high performance and compact multi-strand
ropes as these ropes have good torsion resistance properties.
6.3.9 Types of construction
and diameter ranges of standard round strand ropes are given in Table 8.6.3 Types of construction and diameter
ranges - Round strand.
Table 8.6.3 Types of construction and diameter
ranges - Round strand
Rope designation
|
Rope
construction
|
Type of main
core
|
Available diameter
range, in mm
|
6-stranded ropes
|
|
|
|
|
6 × 7
|
6 (6 + 1)
|
fibre or steel
|
2 to 40
|
|
6 × 19
|
6 (12 + 6 + 1)
|
fibre
|
3 to 60
|
|
|
|
steel
|
8 to 60
|
|
6 × 37
|
6 (18 + 12 + 6 + 1)
|
fibre
|
6 to 60
|
|
6 × 19 Seale
|
6 (9 + 9 + 1)
|
fibre or steel
|
8 to 60
|
|
6 × 19 Filler
|
6 (12 + 6F + 6 + 1)
|
fibre or steel
|
8 to 60
|
|
6 × 26 Warrington-Seale
|
6 (10 + 5/5 + 5 + 1)
|
fibre or steel
|
9 to 60
|
|
6 × 31 Warrington-Seale
|
6 (12 + 6/6 + 6 + 1)
|
fibre or steel
|
11 to 60
|
|
6 × 36 Warrington-Seale
|
6 (14 + 7/7 + 7 + 1)
|
fibre or steel
|
13 to 60
|
|
6 × 41 Warrington-Seale
|
6 (16 + 8/8 + 8 + 1)
|
fibre or
steel
|
16 to
60
|
|
6 × 12
|
6 (12 + FC)
|
fibre
|
8 to
32
|
|
6 × 24
|
6 (15 + 9 + FC)
|
fibre
|
8 to 40
|
8-stranded ropes
|
|
|
|
|
8 × 19 Seale
|
8 (9 + 9 + 1)
|
fibre or steel
|
8 to 60
|
|
8 × 19 Filler
|
8 (12 + 6F + 6 + 1)
|
fibre or steel
|
8 to 60
|
Multi-strand ropes
|
|
|
|
|
17 × 7
|
11 (6 + 1) + 6 (6 + 1)
|
fibre or steel
|
8 to 38
|
|
18 × 7
|
12 (6 + 1) + 6 (6 + 1)
|
|
8 to 38
|
|
34 × 7
|
17 (6 + 1) +11 (6 + 1) + 6 (6 +
1)
|
fibre or steel
|
10 to 44
|
|
36 × 7
|
18 (6 + 1) +12 (6 + 1) + 6 (6 +
1)
|
|
8 to 40
|
6.3.10 The construction
and minimum breaking loads for some common rope types can be found
in the current edition of ISO 2408.
6.3.11 Consideration
will be given to the use of other constructions and nominal strengths
and to the requirements for particular applications.
6.4 Splicing and terminal connections
6.4.1 The lengthening
by splicing of ropes for standing or running rigging is not permitted.
6.4.2 The following
methods of forming eye or loop splices are acceptable:
-
Not less than three
tucks with each whole strand of the rope and not less than two tucks
with one half of the wires cut from each strand. In all cases, the
strands are to be tucked against the lay of the rope.
-
Four tucks with the
whole strands of the rope and one tuck with each alternate strand
of the rope, made over and under against the lay of the rope.
-
A Liverpool type splice
that has at least six tucks with each strand is only to be used where
the wire rope is not subject to twisting, i.e. on span tackles, guys
and pendants.
Other forms of splice will be accepted provided they can be
shown to be as efficient, from all aspects, as those described above.
6.4.4 Wire rope
grips (e.g. U-bolt wire rope clamps or bulldog grips) are not to be
used for forming a primary load bearing rope termination on any lifting
appliance, with the exception of passenger lifts, where the higher
rope safety factors, the use of several hoist ropes and the fitting
of the safety gear make this type of termination acceptable.
6.4.5 Where wire
rope grips are permitted to be used (e.g. passenger lifts and control
lines, etc.), particular care is to be taken to ensure that the correct
size clamp for the rope is used and that they are also fitted with
the correct orientation, tightening torque and minimum number, in
accordance with a recognised National Standard, or the manufacturer’s
instructions. Terminations are to be tested to 2 x intended SWL.
6.5 Stainless steel ropes
6.5.1 Ropes constructed
of stainless steel are not normally used for cargo handling operations
but may have limited scope as running rigging for use on large commercial
yachts. Where used, they are to be of ordinary or regular lay construction.
6.5.2 Stainless
steel ropes are prone to pitting, crevice corrosion and stress corrosion
cracking in a marine environment and when used are to be constructed
from stainless steel wires with a minimum PREN of 30.
6.5.3 The use of
stainless steel ropes does not remove the need for regular periodic
rope inspections.
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