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WIRE

ROPE

USERS MANUAL

Second Edition

COMMITTEE OF WIRE ROPE PRODUCERS

American Iron and Steel Institute

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This publication is a joint effort of the

COMMITTEE OF WIRE ROPE PRODUCERS American Iron and Steel Institute

and the

WIRE ROPE TECHNICAL BOARD

The Wire Rope Technical Board (WRTB) is an association of engineers representing companies that account for more than 90 percent of wire rope produced in the United States; it has the following objectives:

To promote development of engineering and scientific knowledge relating to wire rope;

To assist in establishing technological standards for military, governmental and industrial use;

To promote development, acceptance and implementation of safety standards; To help extend the uses of wire rope by disseminating technical and engineering information to equipment manufacturers; and

To conduct and/or underwrite research for the benefit of both industry and user.

The material presented in this publication has been prepared in accordance with recognized engineering principles and is for general information only. This information should not be used without first securing competent advice with respect to its suitability for any given application. The publication of the material contained herein is not intended as a representation or warranty on the part of American Iron and Steel Institute-or of any other person named herein-that this information is suitable for any general or particular use or of freedom from infringement of any patent or patents. Anyone making use of this information assumes all liability arising from such use.

COMMITTEE OF WIRE ROPE PRODUCERS

American Iron and Steel Institute

1000 16th Street, N.W. Washington, D.C. 20036

Copyright @ 198 1 by American Iron and Steel Institute Second Edition, August 19 8 1

First Edition, March 1979 All rights reserved.

Printed in the United States of America

Permission to reproduce or quote any portion of this book as editorial reference is hereby granted. When making such reproductions or quotations, the courtesy of crediting this publication and American Iron and Steel Institute will be appreciated.

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CONTENTS 3 1

INTRODUCTION / 5

BASIC COMPONENTS / 7

IDENTIFICATION AND CONSTRUCTION / 9

HANDLING AND INSTALLATION / 18

Receiving, Inspection and Storage / 18

Wire Rope Installation / 18

Unreeling and Uncoiling / 20

Seizing Wire Rope / 23

Cutting Wire Rope / 25

End Preparations / 26

End Terminations / 26

Socketing / 29

Wire Rope Clips / 29

How to Apply Clips / 29

Wedge Sockets / 34

Drums-Grooved / 35

Drums-Plain (Smooth) / 36

Drums-Multiple Layers / 37

OPERATION, INSPECTION AND MAINTENANCE O F WIRE ROPE / 38

Sheaves and Drums / 38

Bending Rope Over Sheaves and Drums / 40

Inspection of Sheaves and Drums / 43

Strength Loss of Rope Over Stationary Sheaves or Pins / 46

Fleet Angle / 47

Factors Affecting the Selection of Wire Rope / 47

The "X-Chart9'-Abrasion Resistance vs. Bending-Fatigue Resistance / 50

Breaking-in a New Wire Rope / 51

Wire Rope and Operations Inspection / 51

Guideline to Inspections and Reports / 51

Field Lubrication / 68

Wire Rope Efficiency Over Sheaves / 70

PHYSICAL PROPERTIES / 73

Elastic Properties of Wire Rope / 73

Constructional Stretch / 73

Elastic Stretch / 74 Design Factors / 77

Breaking Strengths / 77

APPENDICES

Ordering, Storing and Unreeling Wire Rope / 99

Wire Rope Fittings / 101

Socketing / 112

Shipping Reel Capacity / 117

Weights of Materials / 118

Glossary of Wire Rope Terms / 120

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Acknowledgments

Tabular data for wire rope clips, along with related drawings, were provided by The Crosby Group. All other data and illustrations used throughout were furnished by member companies of the Committee of Wire Rope Producers (AISI) and the Wire Rope Technical Board (WRTB)

.

Drawings, prepared especially for this publication, are based wholly or in part on graphic material that originally

appeared in literature issued separately by various member companies of the Committee.

Unless credited otherwise, all numerical and factual data were obtained from published and unpublished sources supplied by the Committee (AISI) and by the Wire Rope Technical Board ( WRTB)

.

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1

Introduction

ma-chine: an assemblage of parts

. .

.

that transmit forces, motion, and energy one to another in some predetermined manner and to some desired end

. .

.

-Webster's Third New International Dictionary In and of itself, wire rope is a machine. The geometry---or configuration--of its cross-section and the method and material of its manufacture are precisely designed to perform "in some predetermined manner and to some desired end." Hence, as befits any useful machine, it is imperative that the rope's potential use be fully recognized, that its functional characteristics be understood, and that procedures for proper maintenance be scrupulously adhered to. By giving active recognition to these generally accepted concerns, the user can be reasonably certain that maximum service life and safety will be realized for every rope installation or application.

A thorough understanding of wire rope characteristics is, of course, a primary essential. This means familarity with operating conditions, load factors, rope grades and constructions. Full recognition of their inherent use-potential derives from a realization of the great number and wide variety of wire ropes available for general and special operating needs. It is of special importance that the user become familiar with the particular characteristics of the various constructions in order to make the right selection for a given function.

Fabricated to close tolerances, wire rope is inspected at all significant manufacturing intervals to assure the user of a uniformly high quality product. Immediately after manufacture, wire rope care becomes an absolute necessity. At no time can a proper regard for care and maintenance be neglected; this rule must be observed in handling, shipping, storage and installation procedures. Following this-after the rope is placed in operation-approved maintenance practices and rigorous inspection (of both the rope and its associated equipment) must be carried out on a continuing basis. Only through strict adherence to these care and maintenance procedures can there be positive assurance that the rope will perform with optimal safety and efficiency throughout its entire life span.

This publication is the culmination of a joint effort by the wire rope industry. Its intended audience may be viewed, in broadest terms, as comprised of two sectors :

One of these-made up of those with a working knowledge of wire ropes- will find in these pages a comprehensive and convenient source of reference data from such areas as properties and characteristics, handling, storage, operation and maintenance-in short, a handy checklist.

For the second sector-the not-too-well informed or new user-this publication can serve as a broad-ranging introduction; for those readers, the information provided can help establish sound practices in rope selection and application. This means practices that are efficient and economical.

As a cooperative industry effort, this manual brings together a significant portion of the enormous collection of data now scattered about in the files and publications of many individual companies. The text offers many recommendations, both explicit and implied, but these have been made solely for the purpose of providing some initial judgment point from which ultimate decisions as to design and use may be made. The reader is urged to consult with

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the wire rope manufacturer as to the specific application planned. The manufacturer's experience can then help the user make the most appropriate choice. In the final analysis, responsibility for design and use decisions rest with the user.

The selection of equipment or components is frequently influenced by the special demands of an industry. An equipment manufacturer may, for reasons of space, economy, etc., feel a need to depart from suggested procedures given in these pages. It is important to remember that such variations from recommended practices should be regarded as potential dangers. However, when such

circumstances are unavoidable they demand compensating efforts on the part of the user. These "extras" should include (but not necessarily be limited to) more frequent and more thorough inspections by skilled, specifically trained personnel. Additionally, these circumstances may demand the keeping of special maintenance and lubrication records, and the issuance of special warnings regarding removal and replacement criteria.

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2

Basic Components

Wire rope consists of three basic components; while few in number, these vary in both complexity and configuration so as to produce ropes for specific purposes or characteristics. The three basic components of a standard wire rope design are: 1) wires that form the strand, 2 ) multi-wire strands laid helically around a core, and 3 ) the core (Fig. 1 )

.

Wire, for rope, is made in several materials and types; these include steel, iron, stainless steel, monel, and bronze. By far, the most widely used material is high-carbon steel. This is available in a variety of grades each of which has properties related to the basic curve for steel rope wire. Wire rope manufacturers select the wire type that is most appropriate for requirements of the finished product.

Steel wire strengths are appropriate to the particular grade of the wire rope in which they are used. Grades of wire rope are referred to as traction steel (TS), mild plow steel (MPS)

,

plow steel (PS) , improved plow steel (IPS), and extra improved plow steel (EIP). (These steel grade names originated at the earliest

WIRE

CENTER

-WIRE ROPE

Figure 1, The three basic components of a

stages of wire rope development and have been retained as references to the strength of a particular size and grade of rope.) The plow steel strength curve forms the basis for calculating the strength of all steel rope wires; the tensile strength

(psi) of any steel wire grade is not constant-it varies with the diameter and is highest in the smallest wires.

The most common finish for steel wire is "bright" or uncoated. Steel wires may also be galvanized, i.e., zinc coated. "Drawn galvanized" wire has the same strength as bright wire, but wire "galvanized at finished size" is usually 10% lower in strength. In certain applications, "tinned" wire is used, but it should be noted that tin provides no sacrificial, i.e., cathodic, protection for the steel as does zinc. For other applications, different coatings are available.

"Iron" type wire is actually drawn from low-carbon steel and has a fairly limited use except in older elevator installations. When, however, iron is used for other than elevator applications, it is most often galvanized.

Stainless steel ropes, listed in order of frequency of use, are made of AISI Types 302/304, 316, and 305. Contrary to general belief, hard-drawn stainless Type 302/304 is magnetic. Type 3 16 is less magnetic, and Type 305 has a permeability low enough to qualify as non-magnetic.

Monel Metal wire is usually Type 400 and conforms to Federal Specification QQ-N-28 1.

Bronze wire is usually Type A Phosphor Bronze (CDA # 5 10) although other bronzes are specified at times.

Strands are made up of two or more wires, laid in any one of many specific geometric arrangements, or in a combination of steel wires with some other materials such as natural or synthetic fibers. It is conceivable that a strand can be made up of any number of wires, or that a rope can have any number of strands. The following section, IDENTIFICATION and CONSTRUCTION, provides a complete description of wire rope constructions.

The core is the foundation of a wire rope; it is made of materials that will provide proper support for the strands under normal bending and loading conditions. Core materials include fibers (hard vegetable or synthetic) or steel.

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commonly used core designations are : fiber core (FC) , independent wire rope core (IWRC), and wire strand core (WSC) (Fig. 2 ) . Catalog descriptions of the various available ropes always include these abbreviations to identify the core type.

To summarize: a wire rope consists, in most cases, o f three components: wires, strands, and a core (Fig. I ) . T o these may be added what can be considered a fourth component: the wire rope's lubricant-a factor vital to the satisfactory performance o f most operating ropes.

FIBER (FC) INDEPENDENT WIRE WIRE ROPE STRAND CORE (IWRC) (WSC)

Figure 2. The three basic wire rope cores. In selecting the most appropriate core for a given application, a wire rope manufacturer should be called upon for guidance.

The core is the foundation of a wire rope.

If the core cannot support the compressive load imposed, the rope will lose its clearance and its service life will be shortened. Steel cores (WSC or IWRC) should be used when there is any evidence that a fiber core will not provide adequate support. Also, if the tem- perature of the environment may be expected to exceed 180°F (82°C) steel cores must be used.

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3

Identification and Construction

Wire rope is identified not only by its component parts, but also by its construction, i.e., by the way the wires have been laid to form strands, and by the way the strands have been laid around the core.

In Figure 3, "a" and "c" show strands as normally laid into the rope to the right-in a fashion similar to the threading in a right-hand bolt. Conversely, the "left lay" rope strands (illustrations "b" and "d") are laid in the opposite direction.

Again in Figure 3, the first two ("a" and "b") show regular lay ropes. Following these are the types known as lang lay ropes ("c" and "d"). Note that the wires in regular lay ropes appear to line up with the axis of the rope; in lang lay rope the wires form an angle with the axis of the rope. This difference in appearance is a result of variations in manufacturing techniques: regular lay ropes are made so that the direction of the wire lay in the strand is opposite to the direction of the strand lay in the rope; lang lay ropes are made with both strand lay and rope lay in the same direction. Finally, "e" called alternate lay consists of alternating regular and lang lay strands.

Figure 3. A comparison of typical wire rope lays: a) right regular lay, b ) left regular lay, c ) right lang lay, d) left lang lay, e) right alternate lay.

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Of all the types of wire rope in current use, right regular lay (RRL) is found in the widest range of applications. Nonetheless, in many equipment applications right lang lay (RLL) or left lang lay (LLL) ropes are required. At present, left lay rope is infrequently used. As for alternate lay (R-ALT or L-ALT) ropes, these are only used for special applications.

Compared to other types, the superiority of lang lay rope in certain applications derives from the fact that when bent over sheaves, its life span is longer than the others. Stated in another way, the advantage of lang lay rope is its greater fatigue resistance. Yet another claim is made for lang lay ropes: they are more resistant to abrasion. Broadly speaking, this is true, but there are some reservations that should be taken into account.

It is important to understand the reasons for the advantages of lang lay rope. To begin with, consider its fatigue and bending properties. Figure 4A shows, in part, how the lang lay construction characteristics result in greater fatigue resistance than is found in regular lay rope. Note, how the axis of the wire relates to the axis of the rope in both cases. When the regular lay rope is bent, the same degree of bend is imparted to the crowns of the outer wires.

Superior fatigue life in lang lay rope is also attributable to the longer exposed length of its outer wires. In the upper photograph of a regular lay rope (Fig. 4A), the valley-to-valley length of individual wires is about % "; the length of the lang lay wires in the lower photograph is about 1 ?h

" or 30% longer. Bending the

lang lay rope results in less axial bending of the outer wires and greater torsional flexure. These combined stresses notwithstanding, the lang lay rope displays a 15 to 20% superiority over regular lay when bending is the principal factor affecting service life.

It is said that lang lay is more flexible, but flexibility should not be confused with fatigue resistance. These two attributes may, under certain circumstances, bear some relationship, but they are distinctly separate characteristics. Flexibility defines the relative ease with which a rope "flexes" or bends. Fatigue resistance defines the rope's ability to endure bending.

Figure 4A. A comparison of wear characteristics between regular lay and lang lay ropes. The lines a-b, on drawings and photographs, indicate the rope axis.

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L A N G R E G U L A R

Figure 4B. The worn crown of the regular lay wire has a shorter exposed length.

Two other factors relate to fatigue; they are discussed here along with abrasion and peening characteristics.

Figure 4A illustrates, in drawings and photographs, the wear pattern in regular lay vs. lang lay ropes. The drawings (of a single strand) show the wire direction relative to the rope axis in both types. Dimension lines in the upper drawing set off the exposed length of one wire crown in the regular lay rope. The lower drawing shows the corresponding four wire crowns involved in the lang lay rope. The line a-b shows the relation of the wire crown to the rope axis. Although there is little difference in total contact area between rope and sheave in these two rope types, the forces and wear on the individual wires are quite different (Fig. 4B).

The fact that the wires of regular lay rope are subject to higher pressure, increases the rate of wear (abrasion and peening) of both wire and mating surface of the drum or sheave. Moreover, this higher pressure is transmitted to the interior rope structure and this, in turn, decreases fatigue resistance.

Finally, the worn crown of the regular lay wire combiied with its shorter exposed length, permits the wire to spring away from the rope axis (Fig. 4B). Subsequent passage on and off a sheave or drum, results in early fatigue breakage.

A nore of caution: lang lay rope has two important limitations. First, if either end is not fixed, it will rotate severely when under load, and secondly, it is less able to withstand crushing action on a drum or sheave, than is regular lay rope. Hence, lang lay rope should not be operated without being secured against rotation at both ends; nor should it be operated over minimum-sized sheaves or drums under extreme loads. Additionally, poor drum winding conditions are not well tolerated by lang lay ropes.

Pre-forming is a wire rope manufacturing process wherein the strands and their wires are formed-during fabrication-to the helical shape that they will ultimately assume in the finished rope or strand.

The wire arrangement in the strands is an important determining factor in the rope's functional characteristics, i.e., its ability to meet the operating conditions to which it will be subjected. There are many basic strand patterns around which standard wire ropes are built; a number of these are illustrated in Figure 5.

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1

7 W I R E S T R A N D I 9 WIRE WARRINGTON 19 WIRE SEALE 25 F W S T R A N D

I

1

Figure 5. Four basic strand patterns.

Wire ropes are identified by a nomenclature that is referenced to: 1 ) the number of strands in the rope, 2 ) the number (nominal or exact) and arrangement of wires in each strand, and 3) a descriptive word or letter indicating the type of construction, i.e., the geometric arrangement of wires (Fig. 5 )

.

Cross-sections of four basic constructions are illustrated in Figure 6 ;

Figure 7 shows combinations of these constructions.

At this point, it would be useful to discuss wire rope nomenclature in somewhat greater detail because the subject may generate some misunderstanding. The reason for this stems from the practice of referring to rope either by class or by its specific construction.

Ropes are classified by the number of strands as well as by the number of wires in each strand, e.g., 6 x 7, 6 x 19, 6 x 37, 8 x 19, 19 x 7, etc. However, these are nominal classifications that may or may not reflect the actual construction. For example, the 6 x 19 class includes constructions such as 6 x 21 filler wire, 6 x 25 filler wire, and 6 x 26 Warrington Seale. Despite the fact that none of the three constructions named have 19 wires, they are designated as being in the 6 x 19 classification.

Hence, a supplier receiving an order for 6 x 19 rope may assume this to be a class reference, and is, therefore, legally justified in furnishing any construction within this category. But, should the job require the special characteristics of a 6 x 25 filler wire, and a 6 x 19 Seale is supplied in its stead, a shorter service life may be expected.

To avoid such misunderstandings, the safest procedure is to order a specific construction. In the event that the specific construction is not known or is in doubt, the rope should be ordered by class along with a description of its end use.

Identification of wire rope in class groups facilitates selection on the basis of strength and weight/foot since it is customary domestic industry practice that all ropes (from a given manufacturer) within a class have the same nominal strength, weight/foot, and price. As for other-functional-characteristics, these can be obtained by referencing the specific construction within the class.

Only three wire ropes under the 6 x 19 classification actually have 19 wires: 6 x 19 two-operation (2-op) , 6 x 19 Seale (S) , and 6 x 19 Warrington (W)

.

All the rest have different wire counts. In the 6 x 37 class there is a greater variety of wire constructions. However, the commonly available constructions in the 6 x 37 class include: 6 x 3 1 Warrington Seale (WS), 6 x 36 WS, 6 x 41 Seale Filler

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Wire (SFW), 6 x 41 WS, 6 x 43 Filler Wire Seale (FWS), 6 x 46 WS, etc.- none of which contain exactly 37 wires.

For the users' convenience, the most widely used rope classifications are listed and described in Table 1.

While the interior of a strand is of some significance, its important

characteristics relate to the number and, in consequence, the size of the outer wires. This is discussed in somewhat greater detail in the section titled FACTORS AFFECTING THE SELECTION OF WIRE ROPE (p. 47).

Wire rope nomenclature also defines the following: Rope Description

length

size (diameter)

Preformed (pref) or non-preformed (non-pref) direction and type of lay

finish grade of rope type of core

If direction and type of lay are omitted from the rope description, it is presumed to be right regular lay. Two other assumptions are made by the supplier: 1 ) if finish is omitted, this will be presumed to mean uncoated "bright" finish, and 2) if no mention is made with reference to preforming, preforming will be presumed. (Note that an order for elevator rope must have an explicit statement since both pref and non-pref ropes are used extensively.)

6 x 7 F I B E R CORE 6 x 1 9 WARRINGTON 6 x 1 9 S E A L E 6 x 2 5 F I L L E R W l R E

F C F C IWRC

Figure 6. Basic wire rope constructions.

6 x 31 WARRINGTON 6 x 4 9 SEALE 6 x 4 3 F I L L E R WIRE 6 x 4 6 S E A L E SEALE WARRINGTON SEALE S E A L E F I L L E R WlRE

1

IWRC IWRC FC lW RC

Figure 7. A few combinations of basic wire rope constructions.

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As an example, a complete description would appear thus: 600 ft %I" 6 x 25 FW pref RLL Improved Plow Steel IWRC

When a center wire is replaced by a strand, it is considered as a single wire, and the rope classification remains unchanged.

There are, of course, many other types of wire rope, but they are useful only in a limited number of applications and, as such, are sold as specialties. Usually designated according to their actual construction, some of these special constructions are listed in Table 2 and shown in Figure 8.

TABLE 1 WIRE ROPE CLASSIFICATIONS Based on the Nominal Number of Wires in Each Strand

Classification Description

6 x 7 Containing 6 strands that are made up of 3 through 14 wires, of which no more than 9 are outside wires. 6 x 1 9 Containing 6 strands that are made up of 15 through 26

wires, of which no more than 12 are outside wires. 6 x 37 Containing 6 strands that are made up of 27 through 49

wires, of which no more than 18 are outside wires. 6 x 6 1 Containing 6 strands that are made up of 50 through 74

wires, of which no more than 24 are outside wires. -

-6 x 91 Containing 6 strands that are made up of 75 through 109 wires, of which no more than 30 are outside wires. 6 x 127 Containing 6 strands that are made up of 11 0 or more

wires, of which no more than 36 are outside wires. --- -

8 x19 Containing 8 strands that are made up of 15 through 26 wires, of which no more than 12 are outside wires. 19 x 7 Containing 19 strands, each strand is made up of 7 wires.

and It is manufactured by covering an inner rope of 7x7 left 1 8 x 7 lang lay construction with 12 strands in right regular lay.

(The rotation-resistant property that characterizes this highly specialized construction is a result of the counter torques developed by the two layers.) When the steel wire core strand is replaced by a fiber core, the decription becomes 1 8x7.

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5 x 1 9 MARLIN CLAD 6 x 12 GALVANIZED 6 x 4 2 T I L L E R ROPE

F C RUNNING ROPE FC

FC

6 x 2 5 B FLATTENED STRAND 6 x 2 7 H FLATTENED STRAND 6 x 3 0 G FLATTENED STRAND TRIANGULAR CENTER WIRE ( 3 WIRE CENTER) (PLAITED CENTER)

FC FC IWRC

Figure 8. Some special purpose constructions.

TABLE 2 SPECIAL CONSTRUCTIONS 3 x 7 Guard Rail Rope 3 x 19 Slusher 6 x 12 Running Rope 6 x 24 Hawsers 6 x 30 Hawsers 6 x 42 ( 6 x 6 ~ 7 ) Tiller Rope 6 x 3 x 19 Spring Lay 5 x 19 Marlin Clad 6 x 19 Marlin Clad 6 x 25B Flattened Strand 6 x 27H Flattened Strand 6 x 30G Flattened Strand

Table 2 is a much abbreviated listing of ropes specifically designed for highly specialized applications. Within the scope of this publication it would not be feasible either to list or to describe all the possible rope design variations.

The wire rope cross-sections illustrated in Figures 9 and 10 represent some of the most commonly used configurations, and are arranged under their respective classification groups. Since these are in greater demand, they are more generally available.

There are, however, two specialized wire rope categories where the selection of the right rope requires more than ordinary care : elevator and rotation-resistant ropes.

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I

6 x 19 CLASSIFICATION

Figure 9. Cross-sections of some commonly used wire rope constructions.

/

6 x 1 9 SEALE 6 x 2 1 F I L L E R WIRE 6 x 2 5 F I L L E R WIRE

l W R r Fr I W R C

6 x 7 C L A S S I F I C A T I O N

/

6 x 37 CLASSIFICATION

/

6 x 3 1 WARRINGTON SEALE 6 x 3 6 SEALE FILLER WlRE 6 x 3 6 WARRINGTON SEALE

l WRC IWRC IWRC

1

6x41WARRlNGTONSEALE 6 x 4 1 S E A L E F I L L E R W I R E 6 x 4 6 S E A L E F l L L E R W l R E

IWRC IWRC IWRC

1

8 x 19 CLASSIFICATION

0 x 1 9 SEALE 8 x 2 5 FILLER WIRE

FC IWRC 6 x 2 6 WARRINGTON SEALE IWRC 6 x 3 1 FILLER W l R E IWRC 6 x 4 9 FILLER WIRESEALE

-

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To begin with, elevator rope can be obtained in four principal grades: 1 ) iron, 2 ) traction steel, 3 ) high-strength steel, and 4 ) extra-high-strength steel.

Additionally, bronze rope is sometimes used for a limited number of functions within this category. It should be noted that the demand for the iron grade is decreasing markedly; its use is generally limited to older existing equipment.

The most widely used constructions for elevator rope are 6 x 25 FW, 8 x 19 Seale, and 8 x 25 FW. But, on occasion, a number of other constructions are used. In any case, these ropes differ significantly from one another in their wear and fatigue characteristics, thus they should not be inter-changed indiscriminately. There are, in fact, some applications-such as governor rope-where the ropes may not be interchanged either in grade or construction without re-qualification.

A special construction ( 6 x 42) is still used from time to time as a hand rope to control the elevator, and small diameter ropes (of 7 x 19 construction) are used as control ropes for operating floor selection equipment.

From reel to reel, there are slight yet significant differences in the elastic properties of wire rope. Because of such possible variations, it is strongly suggested that all rope for a given elevator be obtained from a single reel. Recognizing the need for such precaution, many codes and purchasing specifications make this a standard requirement.

As noted, it is beyond the scope of this publication to discuss, in depth, design and selection considerations for elevator rope. Information concerning sheave diameters, design factors (ratio of nominal strength to working load), groove contours, etc. can be found in the ANSI Code A1 7.1.

The second special category-rotation-resistant ropes-differs from "standard" constructions because they are required to meet a different set of service requirements. The essential nature of their construction which gives these ropes the ability to meet the special operational requirements, imposes certain limitations and necessitates special handling that are not encountered with ropes of standard constructions.

To obtain current data and sound technical guidance on elevator and rotation-resistant rope or on any other special requirements, consult a wire rope manufacturer beforehand.

8 x 1 9 S E A L E 8 x 2 5 F I L L E R W I R E 18 x 7 1 9 x 7

IWRC I W R C F C

Figure 10. Cross-sections OF some rotation-resistant wire ropes.

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4

Handling and Installation

RECEIVING, INSPECTION AND STORAGE

For all wire rope, the best time to begin taking appropriate care and handling measures, is immediately upon receiving it. On arrival, the rope should be carefully checked to make certain that the delivered product matches the description on tags, requisition forms, packing slips, purchase order, and invoice.

After these necessary preliminary checks, the next concern is that of providing weather-proof storage space. If wire rope is to be kept unused for a considerable time, it must be protected from the elements. The ideal storage area is, of course, a dry, well-ventilated building or shed. Avoid closed, unheated, tightly sealed buildings or enclosures because condensation will form when warm, moist outside

(ambient) air envelops the colder rope. Although wire rope is protected by a lubricant, this is not totally effective since condensation can still occur within the small interstices between strands and wires, thereby creating corrosion problems.

On the other hand, if the delivery site conditions preclude storage in an inside space and the rope must be kept outdoors, it should be effectively covered with a waterproof material. Moreover, weeds and tall grass, in the assigned storage area, should be cut away; the reel itself should be placed on an elevated platform that will keep it from direct contact with the ground. Providing an adequate covering for the reel also prevents the original lubricant from drying out and thereby losing its protection.

Never store wire rope in areas subject to elevated temperatures. Dust and grit, or chemically laden atmospheres, are also to be avoided. Although lubricant applied at the factory offers some degree of protection, every normal precautionary measure should be taken with every coil or reel of wire rope.

Whenever wire rope remains in position on an idle machine, crane, hoist, etc., it should be coated with an appropriate protective lubricant. In these circumstances, as with ropes stored outside, moisture, in the form of condensation, rain or snow, may form on the wire rope. Some of the moisture may easily become trapped inside the rope and cause corrosion problems.

If the wire rope is to be kept inactive for an extended period while wound on the drum of the idle equipment, it may be necessary to apply a coating of lubricant to each layer as the rope is wound on the drum. Cleaning, inspection and re-lubrication should precede start-up of the equipment.

WIRE ROPE INSTALLATION

CHECKING THE DIAMETER

It is most important to check the diameter of the delivered rope before installation. This is to make certain that the rope diameter meets the specified requirements for the given machine or equipment. With an undersize diameter rope, stresses will be higher than designed for and the probability of breaking the rope will be increased; an oversize diameter rope will wear out prematurely. This happens because of abuse to the rope caused by pinching in the grooves of the sheave and drum.

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In checking, however, the actual rope diameter must be measured. And this is defined as the diameter of the circumscribing circle, i.e., its largest cross-sectional dimension. To insure accuracy this measurement should be made with a wire rope caliper using the correct method (b) shown in Fig. 11. For measuring ropes with an odd number of outer strands, special techniques must be employed.

Design specifications for wire rope are such that the diameter is slightly larger than the nominal size, according to the allowable tolerances shown in Table 3.

TABLE 3 OVERSIZE LIMITS OF WIRE ROPE DIAMETERS* Nominal Rope Diameter Allowable Limits

Thru

96

f'

- 0 + 8 %

Over 9% " thru $46" -0 f 7 %

Over %sf' thru !4 -0 +6%

Over 1/4 " and larger -0 +5%

*These limits have been adopted by the Wire Rope Technical Board (WRTB), and are being considered for inclusion in the forthcoming revised edition of "Federal Standard RR-W-410." In the case of certain special purpose ropes, such as aircraft cables and elevator ropes, each has specific requirements.

ACTUAL DIAMETER

-

1

J

A

B. CORRECT C. I N C O R R E C T

Figure 11. How to measure (or caliper) a wire rope correctly. Since the "true" diameter (A)

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UNREELING AND UNCOILING

Wire rope is shipped in cut lengths, either in coils or on reels. Great care should be taken when the rope is removed from the shipping package since it can be permanently damaged by improper unreeling or uncoiling. Looping the rope over the head of the reel or pulling the rope off a coil whiIe it is lying on the ground, will create loops in the line. Pulling on a loop will, at the very least, produce imbalance in the rope and may result in open or closed kinks (Fig. 12). Once a rope is kinked, the damage is permanent. To correct this condition, the kink must be cut out, and the shortened pieces used for some other purpose.

Figure 12. Improper handling helps create open (a) or closed kinks (b). The open kink will open the rope lay; the closed kink will close it.

Starting loop (c): Do not allow the rope to form a small loop. If, however, a loop does form and is removed at the stage shown, a kink can be avoided.

Kink (d) : In this case, the looped rope was put under tension, the kink was formed, the rope is

(21)

Unwinding wire rope from its reel also requires careful and proper procedure. There are three methods to perform this step correctly:

1 ) The reel is mounted on a shaft supported by two jacks or a roller payoff (Fig. 13). Since the reel is free to rotate, the rope is pulled from the reel by a workman, holding the rope end and walking away from the reel as it unwinds. A braking device should be employed so that the rope is kept taut and the reel is restrained from over-running the rope. This is necessary particularly with powered de-reeling equipment.

2) Another method involves mounting the reel on an unreeling stand (Fig. 14). It is then unwound in the same manner as described above ( 1 )

.

In this case, however, greater care must be exercised to keep the rope under tension

sufficient to prevent the accumulation of slack-a condition that will cause the rope to drop below the lower reel head.

3) In another accepted method, the end of the rope is held while the reel itself is rolled along the ground. With this procedure the rope will pay off properly; however, the end being held will travel in the direction the reel is being rolled. As the difference between the diameter of the reel head and the diameter of the wound rope increases, the speed of travel will increase.

Figure 13. The wire rope reel is mounted on a shaft supported by jacks. This permits the reel Figure 14. A vertical unreeling stand. to rotate freely, and the rope can be unwound either manually or by a powered mechanism.

(22)

REEL

-

A - CORRECT

A

B - WRONG

Figure 15. The correct (a) and the wrong (b) way to wind wire rope from reel to drum.

Figure 16. Perhaps the most common and

easiest uncoiling method is to hold one end of the rope while the coil is rolled along the ground.

When re-reeling wire rope from a horizontally supported reel to a drum, it is preferable for the rope to travel from the top of the reel to the top of the drum; or, from the bottom of the reel to the bottom of the drum (Fig. 15). Re-reeling in this manner will avoid putting a reverse bend into the rope as it is being installed. If a rope is installed so that a reverse bend is induced, it may cause the rope to become "cranky" and, consequently, harder to handle.

When unwinding wire rope from a coil, there are two suggested methods for carrying out this procedure in a proper manner:

1 ) One method involves placing the coil on a vertical unreeling stand. The stand consists of a base with a fixed vertical shaft. On this shaft there is a "swift," consisting of a plate with inclined pins positioned so that the coil may be placed over them. The whole swift and coil then rotate as the rope is pulled off. This method is particularly effective when the rope is to be wound on a drum. 2) The most common as well as the easiest uncoiling method is merely to hold

one end of the rope while rolling the coil along the ground like a hoop (Fig. 16). Figures 17 and 18 show unreeling and uncoiling methods that are most likely to provide kinks. Such improper procedures should be strenuously avoided in order to prevent the occurrence of loops. These loops, when pulled taut, will inevitably result in kinks. No matter how a kink develops, it will damage strands and wires, and the kinked section must be cut out. Proper and careful handling will keep the wire rope free from kinks.

Figure 17. Illustrating a wrong method of Figure 18. Illustrating a wrong method of

(23)

Figure 19A. METHOD A: Lay one end of

the seizing wire in the groove between two strands; wrap the other end tightly in a close helix over a position of the groove using a

seizing iron (a round bar % to %4 " diam. x

18" long) as shown above. Both ends of the seizing wire should be twisted together tightly, and the finished appearance as shown below. Seizing widths should not be less than the rope diameter.

Figure 19B. METHOD B: The procedure

illustrated at right is the second of the two (A and B) accepted methods for placing seizing on wire rope.

SEIZING WIRE ROPE

While there are numerous ways to cut wire rope, in every case, certain precautions must be observed. For one thing, proper seizings are always applied on both sides of the place where the cut is to be made. In a wire rope, carelessly or inadequately seized, ends may become distorted and flattened, and the strands may loosen. Subsequently, when the rope is put to work, there may be an uneven distribution of loads to the strands; a condition that will significantly shorten the life of the rope.

The two widely accepted methods of applying seizing are illustrated in Figures 19A and 19B. The seizing itself should be soft, or annealed wire or strand. Seizing wire diameter and the length of the seize will depend on the diameter of the wire rope. But the length of the seizing should never be less than the diameter of the rope being seized. Normally, for preformed ropes, one seizing on each side of the cut is sufficient. But for ropes that are not preformed, a minimum of two seizings on each side is recommended; and these should be spaced six rope diameters apart (Fig. 20).

Table 4 lists suggested seizing wire diameters for use with a range of wire rope diameters.

(24)

TABLE 4 SEIZING*

Suggested Rope Diameters Seizing Wire Diameters*

*

inches mm inches mm

1 % and larger 45.0 and larger .I24 3.15

*Length of the seizing should not be less than the rope diameter.

**The diameter of seizing wire for elevator ropes is usually somewhat smaller than that shown in this table. Consult the wire rope manufacturer for specific size recommendations. Soft annealed seizing strand may also be used.

(25)

CUTTING WIRE ROPE

Wire rope is cut after being properly seized (Fig. 20). Cutting is a reasonably simple operation provided appropriate tools are used. There are several types of cutters and shears commercially available. These are specifically designed to cut wire rope.

Portable hydraulic and mechanical rope cutters are available. In remote areas, however, it may at times be necessary to use less desirable cutting methods. For example, using an axe or hatchet must be recognized as dangerous.

NONPREFORMED I

;~~E~~IIIIIIIIIIIIIII@

BEFORE CUTTING

BIIIIIIIIIIIIII&IIIIIIIIIIIIII~

BIIIIIIIIUIIIII~

L6::;E4

I

~

6

~

~

~

4

//

~

AFTER CUTTING

~

~ ~ ~ ~ ~ ~ ~ ~ I I ~ I ~ I ~

~~~~~~~~~~~~~~~~

~

~~~~~~~~~~~~~~~

~

~

~

~

~

~

1

~

~

1

~

~

~

PREFORMED

/

-IIIIIIIIIIIIII&IIIIIIIII-

BEFORE CUTTING

1

AFTER CUTTING

~ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ~

~ 1 1 1 1 1 1 1 1 1 1 l 1 1 1 ~

Figure 20. Seizings, either on non-preformed or preformed wire rope, are applied

(26)

END PREPARATIONS

For a number of applications-such as tight openings in drums, or other complicated reeving systems-there may be a need for making special end preparations. When these are required, there are about four basic designs (and combinations) to choose from (Fig. 21 ). Whenever possible end preparations should be removed after the rope is installed (p. 34). Beckets are used when another rope is needed to pull the new rope into place.

END TERMINATIONS

The rope end must be fastened to the mechanism so that force and motion are transferred efficiently. End terminations thus become items of great importance for transferring these forces. Each basic type of termination has its own individual characteristic. Hence, one type will usually fit the needs of a given installation better than the others.

It should be noted that not all end terminations will develop the full strength of the wire rope used. To lessen the possibility of error, the wire rope industry has determined terminal efficiencies for various types of end terminations. Table 5-listing these efficiencies-permits holding power calculations to be made of the more popular end terminations. (Fig. 22 )

.

A C D

PAD EYE L I N K TAPERED TAPERED

BECKET 8 WELDED END WITH

END LOOP

Figure 21. Beckets, or end preparations, are used on wire rope ends when another rope is

(27)

Wl RE ROPE SOCKET -SWAGED

MECHANICAL SPLICE - LOOP OR T H I M B L E

WIRE ROPE SOCKET- P O U R E D S P E L T E R OR RESIN

~ ~ ~ ~ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l l l l l l l l l l l l l l l ~ ~ ~ ~ ~ ~ ~ ~ ~

,,,, ,, ,

LOOP OR THIMBLE SPLICE- HAND TUCKED WEDGE SOCKET

CLIPS - NUMBER OF CLIPS VARIES WITH ROPE SIZE AND CONSTRUCTION

Figure 22. End fittings, or terminations, are available in many designs, some of which were developed for particular applications. The six shown are among the most commonly used.

(28)

TABLE 5 TERMINAL EFFICIENCIES (APPROXIMATE) Efficiencies are based on nominal strengths

Type of Termination

-

Efficiency

Rope with IWRC* Rope with FC*

*

Wire Rope Socket (Spelter or Resin) 100% 100% Swaged Socket (Regular Lay Ropes Only) 100% (Not established) Mechanical Spliced Sleeve

1

'

dia. and smaller 95 % 92% %

Greater than 1 If dia. through 2" 92% % 90% Greater than 2" dia. through 3% If 90% (Not established) Loop or Thimble Splice-

(Carbon Steel Rope)

%iN

%sN %" K6"

w

5 / s N

%iN

7/s thru 2%"

-Hand Spliced (Tucked)

Loop or Thimble Splice- (Stainless Steel Rope)

%in

946'' %" Ks" %" 5 / s N

%in

Y8 "

-Hand Spliced (Tucked)

Wedge Sockets

* * *

(Depending on Design) Clips

* * *

(Number of clips varies with size of rope) 80% 80%

*IWRC = Independent Wire Rope Core

*

*FC = Fiber Core

* *

"Typical values when applied properly. Refer to fittings manufacturers for exact values and method.

(29)

SOCKETING

Improperly attached wire rope terminals lead to serious-possibly unsafe- conditions. To perform properly, all wire rope elements must be held securely by the terminal. If this is not accomplished, the strands will become unequally loaded and there is every likelihood that a strand will become "high". A high strand condition is illustrated in Figure 42. In the case shown, selective abrasive wear of the high strand will necessitate early removal of the rope.

Poured Sockets-Spelter or Resin

When preparing a wire rope for socketing, it is of extreme importance to follow recommended procedures. (See Appendix D : SOCKETING PROCEDURES. ) Procedures other than those stipulated here, may develop the required strength but this cannot be pre-determined without destructive tests. It is far safer- and ultimately less costly-to follow well-established practices.

There are many ways to go wrong in socketing procedures. Some of the more common pitfalls that should be guarded against include:

1 ) Turning back the strands-inward or outward-before the "broom" is inserted into the socket;

2) Turning back the strands and seizing them to the body of the rope; 3 ) Turning back the strands and tucking them into the body of the rope; 4 ) Tying a knot in the rope;

5) Driving nails, spikes, bolts, and similar objects into the socket after the rope js in, so as to "jam" it tight; this is particularly dangerous-and ruinous. To avoid these and many other dangerous practices, play it safe by following correct procedures.

U- BOLT FIST GRIP

WIRE ROPE CLIPS

Wire rope clips are widely used for making end terminations.

Clips are available in two basic designs; the U-bolt and fist grip (Fig. 23). The efficiency of both types is the same.

When using U-bolt clips, extreme care must be exercised to make certain that they are attached correctly, i.e., the U-bolt must be applied so that the "U" section is in contact with the dead end of the rope (Fig. 24). Also, the tightening and retightening of the nuts must be accomplished as required.

HOW TO APPLY CLIPS

U-BOLT CLIPS (Table 6, p. 3 1 .)

Figure 23. Wire rope clips are obtainable Recommended Method of Applying U-Bolt Clips to Get Maximum Holding Power

in two basic designs: U-bolt and fist grip. of the Clip

Their efficiency is the same.

1 ) Turn back the specified amount of rope from the thimble. Apply the first clip one base width from the dead end of the wire rope (U-bolt over dead end-live end rests in clip saddle). Tighten nuts evenly to recommended torque.

2) Apply the next clip as near the loop as possible. Turn on nuts firm but do not tighten.

3) Space additional clips if required equally between the first two. Turn on nuts- take up rope slack-tighten all nuts evenly on all clips to recommended torque.

(30)

4) NOTICE! Apply the initial load and retighten nuts to the recommended torque. Rope will stretch and be reduced in diameter when loads are applied. Inspect periodically and retighten to recommended torque.

A termination made in accordance with the above instructions, and using the number of clips shown has an approximate 80% efficiency rating. This rating is based upon the nominal strength of wire rope. If a pulley is used in place of a thimble for turning back the rope, add one additional clip.

The number of clips shown is based upon using right regular or lang lay wire rope, 6 x 19 class or 6 x 37 class, fiber core or IWRC, IPS or EIP. If Seale construction or similar large outer wire type construction in the 6 x 19 class is to be used for sizes 1 inch and larger, add one additional clip.

The number of clips shown also applies to right regular lay wire rope, 8 x 19 class, fiber core, IPS, sizes 1

X

i

inch and smaller; and right regular lay wire rope, 18 x 7 class, fiber core, IPS or EIP, sizes 1 % inch and smaller.

For other classes of wire rope not mentioned above, it may be necessary to add additional clips to the number shown.

If a greater number of clips are used than shown in the table, the amount of rope turnback should be increased proportionately. ABOVE BASED ON USE OF CLIPS ON NEW ROPE.

IMPORTANT: Failure to make a termination in accordance with aforementioned instructions, or failure to periodically check and retighten to the recommended torque, will cause a reduction in eficiency rating.

I

R I G H T W A Y FOR M A X I M U M ROPE STRENGTH

W R O N G WAY: CLIPS STAGGERED

W R O N G W A Y : CLIPS REVERSED

Figure 24. The correct way to attach U-bolts is shown at the top; the "U" section is in contact with the rope's dead end and is clear of the thimble.

(31)

TABLE 6

*

Min. no. Amount of Torque

Clip of rope to in Weight

Size A B C D E F G H clips turn back 1b/ft lb/100

*From The Crosby Group

(32)

FIST GRIP CLIPS (Table 7, on following page)

RECOMMENDED METHOD OF APPLYING FIST GRIP CLIPS

1 ) Turn back the specified amount of rope from the thimble. Apply the first clip one base width from the dead end of the wire rope. Tighten nuts evenly to recommended torque.

2 ) Apply the next clip as near the loop as possible. Turn on nuts firmly but do not tighten.

3) Space additional clips if required equally between the first two. Turn on nuts- take up rope slack-tighten all nuts evenly on all clips to recommended torque. 4) NOTICE! Apply the initial load and retighten nuts to the recommended torque.

Rope will stretch and be reduced in diameter when loads are applied. Inspect periodically and retighten to recommended torque.

A termination made in accordance with the above instructions, and using the number of clips shown has an approximate 80% efficiency rating. This rating is based upon the catalog breaking strength of wire rope. If a pulley is used in place of a thimble for turning back the rope, add one additional clip.

The number of clips shown is based upon using right regular or lang lay wire rope, 6 x 19 class or 6 x 37 class, fiber core or IWRC, IPS or EIPS. If Seale construction or similar large outer wire type construction in the 6 x 19 class is to be used for sizes 1 inch and larger, add one additional clip.

The number of clips shown also applies to right regular lay wire rope, 8 x 19 class, fiber core, IPS, sizes 1 % inch and smaller; and right regular lay wire rope, 18 x 7 class, fiber core, IPS or EIPS, sizes 1Y2 inch and smaller.

For other classes of wire rope not mentioned above, it may be necessary to add additional clips to the number shown.

If a greater number of clips are used than shown in the table, the amount of rope turnback should be increased proportionately. ABOVE BASED ON USE OF FIST GRIP CLIPS ON NEW WIRE ROPE.

IMPORTANT: Failure to make a termination in accordance with aforementioned instructions, or failure to periodically check and retighten to the recommended torque, will cause a reduction in eficiency rating.

(33)

TABLE 7

*

Min. no. Amount of Torque

Clip L of rope to in Weight

Size A B C D E F G H Approx. M N clips turn back lb/ft lb/100

*From The Crosby Group

(34)

Figure 25. The wedge socket is a very popular end attachment; it is easily installed and quickly dismantled. But it must be

applied correctly (A).

WEDGE SOCKETS

One of the more popular end attachments for wire rope is the wedge socket. For field, or on the job attachment, it is easily installed and quickly dismantled. The procedure is simple :

1) Inspect the wedge and socket; all rough edges or burrs, that might damage the rope, should be removed.

2) If the end of the rope is welded, the welded end should be cut off. This will allow the distortions of the rope strands, caused by the sharp bend around the wedge, to adjust themselves at the end of the line. If the weld is not cut off, the distortions will be forced up the working line. This may result in the development of high strands and wavy rope.

3 ) Place the socket in an upright position and bring the rope around in a large, easy to handle, loop. Care must be taken to make certain that the live-loaded- side of the rope is in line with the ears (Fig. 25).

4) The dead end of the rope should extend from the socket for a distance of six to nine times the rope diameter. The wedge is now placed in the socket, and a wire rope clip is placed around the dead end by clamping a short, extra piece of rope to the tail as close to the wedge as possible. ( D o not clamp to the live part.) The U-bolt should bear against the tail; the saddle of the clip should bear against the short extra piece.

5 ) Secure the ears of the socket to a sturdy support and carefully take a strain on the live side of the rope. Pull the wedge and rope into position with tension sufficiently tight to hold them in place.

6) After final pin connections are made, increase the loads gradually until the wedge is properly seated. Avoid sudden shock loads.

The foregoing is the recommended procedure. If variations are made to suit special conditions, they should be carefully evaluated beforehand.

A

RIGHT

B WRONG

(35)

DRUMS-GROOVED

Drums are the means by which power is transmitted to the rope and thence to the object to be moved. For the wire rope to pick up this power efficiently and to transmit it properly to the working end, installation must be carefully controlled.

If the drum is grooved, the winding conditions should be closely supervised to assure adherence to the following recommended procedures :

1) The end of the rope must be secured to the drum by such means as will give the end termination at least as much strength as is specified by the equipment manufacturer.

2 ) Adequate tension must be maintained on the rope while it is being wound so that the winding proceeds under continuous tension.

3 ) The rope must follow the groove.

4) It is preferable to have at least three dead wraps remaining on the drum when the rope is unwound during normal operation. Two dead wraps are a mandatory requirement in many codes and standards.

If the wire rope is carelessly wound and, as a result, jumps the grooves, it will be crushed and cut where it crosses from one groove to the other. Another, almost unavoidable problem is created at the drum flange; as the rope climbs to a second layer there is further crushing and the wires receive excessive abrasion. Riser and filler strips may help remedy this condition.

Another factor that must be given serious consideration is the pitch of the drum grooves relative to the actual rope diameter. Wire rope is always manufactured to a plus tolerance of up to 5 % of the nominal diameter. If this oversize tolerance in the rope is not taken into account, it can mean severe damage.

As an example, a grooved drum made for %-inch rope may have a pitch of .250 inches. Yet, by Federal standards, a % -inch rope may have a diameter as large as .2625 inches. If a rope of this size were to be operated on a drum with a

.250-inch pitch, crowding would occur and the rope would be forced out of the groove.

(36)

DRUMS-PLAIN (SMOOTH)

Installation of a wire rope on a plain (smooth) face drum requires a great deal of care. The starting position should be at the correct drum flange so that each wrap of the rope will wind tightly against the preceding wrap (Fig. 26). Here too, close supervision should be maintained all during installation. This will help make certain that:

1) the rope is properly attached to the drum,

2 ) appropriate tension on the rope is maintained as it is wound on the drum, 3) each wrap is guided as close to the preceding wrap as possible, so that there

are no gaps between turns.

4) and that there are at least two dead wraps on the drum when the rope is fully unwound during normal operating cycles.

Loose and uneven winding on a plain- (smooth-) faced drum, can and usually does create excessive wear, crushing and distortion of the rope. The results of such abuse are lower operating performance, and a reduction in the rope's effective strength. Also, for an operation that is sensitive in terms of moving and spotting a load, the operator will encounter control difficulties as the rope will pile up, pull into the pile and fall from the pile to the drum surface. The ensuing shock can break or otherwise damage the rope.

UNDERWIND L E F T TO RIGHT L E F T L A Y

U S E L E F T L A Y R O P E UNDERWIND

OVERWIND RIGHT TO L E F T L E F T L A Y

U S E LEFT L A Y R O P E OVERWIND

OVERWIND LEFT TO RIGHT RIGHT LAY

U S E RIGHT L A Y R O P E OVERWIND

UNDERW IND RlGHT TO L E F T USE RlGHT LAY ROPE

START ROPE AT RlGHT F L A N G E

RIGHT L A Y

UNDERWI ND

Figure 26. By holding the right or left hand with index finger extended, palm up or palm down, the proper procedure for applying left- and right-lay rope on a smooth drum can be easily determined.

(37)

The proper direction of winding the first layer on a smooth drum can be determined by standing behind the drum and looking along the path the rope travels, and then following one of the procedures illustrated in Figure 26. The diagrams show: the correct relationship that should be maintained between the direction of lay of the rope (right or left), the direction of rotation of the drum

(overwind or underwind), winding from left to right or right to left. DRUMS-MULTIPLE LAYERS

Many installations are designed with requirements for winding more than one layer of wire rope on a drum. Winding multiple layers presents some further problems.

The first layer should wind in a smooth, tight helix which, if the drum is grooved, is already established. The grooves allow the operator to work off the face of the drum, and permit the minimum number of dead wraps.

A smooth drum presents an additional problem, initially, as the wire rope must be wound in such a manner that the first layer will be smooth and uniform and will provide a firm foundation for the layers of rope that will be wound over it. The first layer of rope on the smooth drum should be wound with tension sufficient to assure a close helix-each wrap being wound as close as possible to the

Figure 27. After the first layer is wound preceding wrap-and most, if not all, of the entire layer being used as dead wraps.

on a drum, the point at which the rope winds The first layer then acts as a helical groove which will guide the successive layers. back for each wrap is called the cross-over. Unlike wire ropes operating on grooved drums, the first layer should not be

unwound from a smooth-faced drum with multiple layers.

After the rope has wound completely across the face of the drum (either smooth or grooved), it is forced up to a second layer at the flange. The rope then winds back across the drum in the opposite direction, lying in the valleys between the wraps of the rope on the first layer. Advancing across the drum on the second layer, the rope, following the "grooves" formed by the rope on the first layer, actually winds back one wrap in each revolution of the drum. The rope must then cross two rope "grooves" in order to advance across the drum for each turn. The point at which this occurs is known as the cross-over. Cross-over is unavoidable on the second, and all succeeding layers. Figure 27 illustrates the winding of a rope on the second layer from left to right, and from right to left-the direction is shown by the arrows.

At these cross-over points, the rope is subjected to severe abrasion and crushing as it is pushed over the two rope "grooves" and ridemcross the crown of the first rope layer. The scrubbing of the rope, as this is happening, can easily be heard.

There are, however, special drum groovings available that will greatly minimize the damage that can occur at cross-over points.

Severe abrasion can also be reduced by applying the rule for the correct rope lay (right- or left-lay) to the second layer rather than to the first layer. It is for this reason that the first layer of a smooth drum should be wound tight and used

(38)

5

Operation, Inspection and Maintenance of Wire Rope

SHEAVES AND DRUMS

In the course of normal operations, wire rope comes into contact with sheaves, drums, rollers and scrub boards-all of which must be maintained in first class condition.

What causes wear in both groove and wire rope?

Essentially, the answer derives from the fact that wire rope, when loaded, stretches much like a coil spring. When bent over a sheave, the rope's load-induced stretch causes it to rub against the groove. As a result, both groove and rope are subject to wear. Within the rope itself, additional rubbing is encountered as the rope adjusts-by movement of the wires and strands-while bent around the sheave or drum. The smaller the ratio of sheave diameter to rope diameter (D/d), the greater the adjusting movement, and the more rapid the resulting wear.

The amount of wear, and the speed at which it takes effect on both the wire rope and grooves of the sheave or drum, are also determined by the sheave material, and the radial pressure between rope and groove. Simply stated, excessive wear can be caused either by sheave or drum material that is too soft, or a diameter

(tread diameter) that is too small.

To determine the unit radial pressure between rope and groove, use the following formula :

2T

P

==

where p = Unit radial pressure in pounds per square inch T = Load on the rope in pounds

D = Tread diameter of the sheave or drum in inches d = Nominal diameter of the rope in inches

Table 8 gives examples of allowable unit radial bearing pressures of ropes on various materials commonly used in sheaves and drums. The values given are typical for the materials listed; they are not precise values since these materials are made to a wide range of specifications.

In the foregoing equation, if the calculated value of "p" exceeds the allowable radial pressure for the sheave or drum material, the groove will wear quite rapidly. Wear will manifest itself in the form of either an undersize or corrugated groove--either of which will contribute to accelerated wear in the rope.

Values for the allowable unit radial pressures given in Table 8 are intended solely as-a user's guide. And use of these figures does not guarantee prevention of any trouble. Further, the values should not be taken as restrictive with regard to other or new materials. There are, for example, certain elastomers in current use that are apparently providing excellent service, but since there is insufficient data to support specific recommendations, such products are not mentioned.

(39)

TABLE 8

SUGGESTED ALLOWABLE RADIAL BEARING PRESSURES OF ROPES ON VARIOUS SHEAVE MATERIALS IN POUNDS PER SQUARE INCH (PSI)

Material

Regular Lay Rope, psi Lang Lay Rope, psi Flattened Strand Lang Lay,

6 x 7 6 x 1 9 6 x 3 7 8 x 1 9 6 x 7 6 x 1 9 6 x 3 7 psi Remarks

Wood 150 250 300 350 165 275 330 4-00 On end grain of beech,hickory,gum.

Cast Iron 300 480 585 680 350 550 660 800 Based on minimum Brinellhardness of 125.

30-40 Carbon. Based Carbon Steel Casting 550 900 1,075 1,260 600 1,000 1,180 1,450 on minimum Brine11

hardness of 160. Not advised unless Chilled Cast Iron 650 1,100 1,325 1,550 715 1,210 1,450 1,780 surface is uniform

in hardness.

Grooves must be ground Manganese Steel 1,470 2,400 3,000 3,500 1,650 2,750 3,300 4,000 andsheavesbalanced

(40)

BENDING WIRE ROPE OVER SHEAVES AND DRUMS

Sheaves, drums and rollers must be of a correct design if optimum service is to be obtained from both the equipment and the wire rope. Because there are many different types of equipment and many different operating conditions, it is difficult to identify the one specific size of sheave or drum most economical for every application.

The rule to follow is this: the most economical design is the one that most closely accommodates the limiting factors imposed by the operating conditions and the manufacturer's recommendations.

All wire ropes operating over sheaves and drums are subjected to cyclic bending stresses, hence the rope wires will eventually fatigue. The magnitude of these stresses depends-all other factors being constant-upon the ratio of the diameter of the sheave or drum to the diameter of the rope. Frequently, fatigue from cyclic, high-magnitude bending stress is the principal reason for shortened rope service.

To illustrate, in order to bend around a sheave, the rope's strands and wires must move relative to one another. This movement compensates for the difference in diameter between the underside and the top side of the rope, the distance being greater along the top side than it is on the underside next to the groove. Proper rope action (and service) is adversely affected if the wires cannot move to compensate for this situation. Also, there can be additional motion retardation because of excessive pressure caused by a sheave whose groove diameter is too small, or by lack of rope lubrication. Changing the bending direction from one sheave to another should be scrupulously avoided as this reverse bending still further accelerates wire fatigue.

The relationship between sheave diameter and rope diameter is a critical factor that is used to establish the rope's fatigue resistance or relative service life. It is expressed in the tread D/d ratio mentioned earlier in which D is the tread diameter of the sheave and d is the diameter of the rope. Table 9 lists "suggested" and "minimum" values for this ratio for various rope constructions. Tables 10 and 11 show the effect of rope constructions and D/d ratios on service life.

References

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The coupling of this factual assertion, however, with the statement that those experiences give the firm's attorneys "unique perspective" in representing clients before

The goal of the present study was to develop a strategy for designing anatomy-based algorithms for multiple anatomic sites. Although the spectral prop- erties of different

The Health and Safety Lead is responsible for providing advice where requested, assisting with the review of risk assessments and in due course reviewing this SOP. Periodic health

General liability policies set definite dollar limits on the amounts an insurance company is obligated to pay for each type of claim, e.g., bodily injury and property damage