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Wire
Rope Design & Construction
Wire ropes are composed of independent parts-wires,
strands and cores-that continuously interact with each other during service.
Wire rope engineers design those parts in differing steel
grades, finishes and a variety of constructions to attain the best balance of strength,
abrasion resistance, crush resistance, bending fatigue resistance and corrosion resistance
for each application.
To select the best wire rope for each application, one
must know the required performance characteristics for the job and enough about wire rope
design to select the optimum combination of wire rope properties.
The following information is presented as a basic guide.
Our expert in house staff and field service specialists are available to provide more
specific recommendations.
Strand Constructions
Strands are designed with various combinations of wires
and wire sizes to produce the desired resistance to fatigue and abrasion. Generally, a
small number of large wires will be more abrasion resistant and less fatigue resistant
than a large number of small wires.
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Single Size |
The
basic strand construction has wires of the same size wound around a center. |
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Seale |
Large
outer wires with the same number of smaller inner wires around a core wire. Provides
excellent abrasion resistance but less fatigue resistance. When used with an IWRC, it
offers excellent crush resistance over drums. |
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Filler Wire |
Small
wires fill spaces between large wires to produce crush resistance and a good balance of
strength, flexibility and resistance to abrasion. |
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Warrington |
Outer
layer of alternately large and small wires provides good flexibility and strength but low
abrasion and crush resistance. |
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Many commonly used wire
ropes use combinations of these basic constructions |
| Seale Filler Wire |
Filler Wire Seale |
Warrington Seals |
Seale Warrington Seale |
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Multiple Operation |
One of
the above strand designs may be covered with one or more layers of uniform sized wires. |
Finish
Bright finish is suitable for most applications.
Galvanized finish is available for corrosive environments. Plastic jacketing is also
available on some constructions.
Wire Grades
The most common steel wire grades
are: IPS (Improved Plow Steel), EIP (Extra Improved Plow Steel) and EEIP (Extra Extra
Improved Plow Steel). Stainless Steels and other special grade are provided for special
applications.
Most wire ropes are made with round wires. Both triangular
and shaped wires are also used for special constructions.
Generally, the higher the strength of the wire, the lower
its ductility will be.
| Abrasion and
Bending The
"X-Chart" Abrasion Resistance Vs. Bending Fatigue Resistance
While there is a possibility, there is little likelihood
that an application can be found for which there is a precisely suitable wire rope - one
that can satisfy every indicated requirement.
As with all engineering design problems, feasible
solutions demand compromise to some degree. At times, it becomes necessary to settle for
less than optimum resistance to abrasion in order to obtain maximum flexibility; the
latter being a more important requirement for the given job. A typical example of this
kind of trade- off would be in selecting a highly flexible rope on an overhead crane.
Conversely, in a haulage installation, a rope with greater resistance to abrasion would be
chosen despite the fact that such ropes are markedly less flexible.
Two compelling factors that govern most decisions as to
the selection of a wire rope are abrasion resistance and resistance to bending fatigue.
Striking a proper balance with respect to these two important characteristics demands
judgment of a very high order. A graphic presentation of just such comparison of qualities
between the most widely used rope constructions and others is given by means of an
X-chart.
Referring to this chart when selecting a rope, the
midpoint (at the X) comes closest to an even balance between abrasion resistance and
resistance to bending fatigue. Reading up or down along either leg of the X, the inverse
relationship becomes more apparent as one quality increases and the other decreases. |
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| Effect of
Sheave Size Wire ropes are
manufactured in a great variety of constructions to meet the varying demands of wire rope
usage. Where abrasion is an important factor, the rope must be made of a coarse
construction containing relatively large wires. In other cases, the great amount of
bending to which the rope is subjected is more important. Here, a more flexible
construction, containing many relatively small wires, is required. In either case,
however, if the rope operates over inadequate size sheaves, the severe bending stresses
imposed will cause the wires to break from fatigue, even though actual wear is slight. The
smaller the diameter of the sheave, the sooner these fatigue breaks will occur and the
shorter rope life becomes.
Another undesirable effect of small sheaves is accelerated
wear of both rope and sheave groove. The pressure per unit area of rope on sheave groove
for a given load is inversely proportional to the size of the sheave. In other words, the
smaller the sheave the greater the rope pressure per unit area on the groove. Using the
proper diameter sheave for the size and construction of rope can obviously prolong both
sheaves and rope life.
Sheave diameter can also influence rope strength. When a
wire rope is bent around a sheave, there is a loss of effective strength due to the
inability of the individual strands and wires to adjust themselves entirely to their
changed position. Tests show that rope strength efficiency decreases to a marked degree as
the sheave diameter is reduced with respect to the diameter of the rope.
Therefore, it is evident that a definite relationship
exists between rope service and sheave size. As a guide to rope users, wire rope
manufacturers have established standards for sheave sizes to be used with various rope
constructions. To secure the most economical service, it is important that the suggested
size of sheaves given at right be used. |
Proper Sheave and Drum Sizes |
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Suggested |
Minimum |
| Construction |
D/d*
ratio |
D/d*
ratio |
| 6x7 |
72 |
42 |
19x7 or 18x7
Rotation Resistant |
51 |
34 |
| 6x19 Seale |
51 |
34 |
| 6x27 H
flattened strand |
45 |
30 |
| 6x31 V
flattened strand |
45 |
30 |
| 6x21 filler
wire |
45 |
30 |
| 6x25 filler
wire |
39 |
26 |
| 6x31 Warrington
Seale |
39 |
26 |
| 6x36 Warrington
Seale |
35 |
23 |
| 8x19 Seale |
41 |
27 |
| 8x25 filler
wire |
32 |
21 |
| 6x41 Warrington
Seale |
32 |
21 |
| 6x42 filler |
21 |
14 |
*D = tread diameter or
sheave d = nominal diameter or rope |
Inspection -
the key to longer, safer wire rope use
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As
a rope is run through a groove, both become smaller. A used groove can be too small for a
new rope; thus accelerating rope wear. A compromise between rope life and machining
frequency must be made. Grooves should have an
arc of contact with the wire rope between 135 and 150 degrees. They should be tapered to
permit the rope to enter and leave the groove smoothly. Field inspection groove gauges are
made to the nominal diameter of the rope plus 1/2 of the allowable rope oversize
tolerance. When the field inspection gauge fits perfectly, the groove is at the minimum
permissible contour. |
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The
diameter of a wire rope is the diameter of the smallest circle which will enclose all the
strands. Measurements should be made to the outer circles. |
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(Special Application Wire)
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