2014年7月23日星期三

Wire Rope Strand Construction

Wire Rope Strand Construction


Seale
In this design,the outer layer has a predetermined number of large wire. Thay are laid around an equal number of small inner wires in such a manner that the outer wire lie in the valley of the under lying wires. The advantage of this form is in its more abrasive surface.

Warrington
In this design, a layer of pairs of wire(one large and one small) is laid over an inner layer of wires. The number of those in the outer layer. In this formation the strand is more roundish. It has more wearing surface.

Filler
In this design, the intermediate layer has a warrington relationship with the outer.

Warrington-Seale
In this design, the intermediate layer has a warrington relationship with the outer.

Compacted strand
Strand which has been subject to a compacting process such as drawing rolling or swaging whereby the metallic cross-sectional area of the wires remains unaltered whereas the shape of the wires and the dimension of the strands are modified.

Shaped strand
Shaped have greater surface area of steel. The shaped strand rope have about 15% greater cross sectional metallic area, hence they are stronger and have longer life.

Cross lay
Multiple operation strand construction in which the wires of superimposed wire layers cross over one another and make point contact.

Parellele Lay Rope
The lay pitch of all the wires in the strand is the same. The wires of every layer in the grooves which the wires of inner layer. The wires are in the linear contact state, and the structure of the strand is tight. So the Parallel Lay Rope has a bigger breaking force, when it is being used, it does not have quadratic quadratic bending stress between the wires of every layer, and it has good anti-fatigue character.

Compacted Strand Rope:
The wires in the strand are in the facial contact state. The metal block-coefficient of the wire rope is big, and the structure of the strand is tight. When the wire rope is being used, it does not have quadratic bending stress between the wires of every layer, and has small contact stress. It has big mating surface between the wire rope and the sheave groove. So the Compacted Rope has good antifriction, anti-extrusion and anti-fatigue character, and it is not easily distortion.

Steel Core Rope
The Steel Core Rope has a big breaking force, and a good resistance to impact, high temperature and extrusion.




If you need to buy wire rope, pls tell us:
1.     structure of wire rope
2.     diameter
3.     tensile grade
4.     lay type
5.     galvanized or ungalvanized
6.     quantity
7.     packaging: iron wheel
8.     application
9.     delivery time
10.   Place of delivery
11.   Production standards

sent email to : info@bxwirerope.com

2014年7月18日星期五

Basic Knowledge of Wire Ropes (Ⅰ)

Wire Part of Wire Rope

Wire rope consists of several strands laid helically in one or more layers around a core. Each strand is likewise made of metal laid together like a helix.





Definitions of symbols used

A. Nominal rope diameter in mm


B. Rope construction
   Rope class(e.g 6x19)
   Strand construction
   S    Seale
   W    Warrington
   F    Filler
   WS   Warrington-seale


C. Rope core

Fiber Core(FC)

Steel Core(WC)
IWRC     (Independent wire rope core)
WSC      (Wire strand core)
PWRC     (Parallel wire rope core)


D.  Nominal tensile grade of wire in N/MM2


E.  Wires
    U     Bright(ungalvanized)
    B     Zinc coated(galvanized)(class B)


F. Type and direction of lay
   z     Right lay (strand)
   s     left lay(strand)
   Z     Right lay(rope)
   S     Left lay(rope)
   sZ    Regular lay, right-hand
   zZ    Land lay, right-hand
   sS    Land lay, left-hand
   zS    Regular lay, left-hand




more info,pls visit web: www.cszhanye.com/en
                         www.xywirerope.com

2014年7月15日星期二

Advantages of compacted strand wire rope

Advantages of compacted strand wire rope




Product description

As outer strands of the rope go through crimping wheels, the strand becomes thicker – metal cross sectional area increases, strand form becomes smoother, and round, therefore the following advantages are achieved:

increased wear resistance of wires
decreased blocks groove wearing
high tensile strength
higher lateral compression strength
Organic fillers inside the rope serve as additional lubrication source which enables to protect the core from corrosion and reduce friction between rope core and outer strands.

Polymer material between the independent wire rope core and the outer strands protects the core from corrosion and decreases wire wear caused by strand friction on the core

These advantages extend the operational life of the rope and significantly reduce operating costs.

Construction

6хЗ6WS + 6х7 + 1х7
Type 1 - with compacted outer strands
Type 2 - with compacted outer strands and 6 organic fillers between the external and internal layers of the rope
Type 3 - with compacted outer strands and polymeric filling between the independent wire rope core and outer strands

Technical characteristics:


need wire rope, pls visit web: www.bxwirerope.com



2014年6月26日星期四

Drilling Lines

Drilling Lines(extract)
 
Recommended Handling Procedures
 
This section provides recommendations and information on the correct installation and handling of Drilling Lines, to ensure optimum working lives are achieved.
 
 In general all reputable Wire rope producers now manufacture Drilling-Lines to very precise regulations and within high quality control procedures.
 
As a result of this, it is a proven fact that the majority of unnecessary drilling line wear, damage and premature discard problems arise from incorrect handling and treatment of the rope in service.
 
With the Drilling Lines now becoming much larger in diameter and often longer in length, making them significantly heavier, the potential for damage is proportionally greater. Therefore it becomes increasingly essential that these ropes are handled
correctly in order to operate safely and optimise the rope working life.
 
Rope Storage
Unwrap and examine the rope immediately after delivery to site, (whether it’s at the on-shore base warehouse, or out on the rig) to confirm everything is in order.
 
Select a clean and well ventilated, dry location for storage, where it is not likely to be affected by chemical fumes, steam of corrosive agents. 
 
Mount the reel on timbers or suitable frame to ensure that the rope does not make direct contact with the ground and if stored for extended periods of time ensure the reel in rotated periodically to prevent the migration of lubricants from the rope.
 
Installation
 
Prior to installation of the rope (drill-line), ensure that:
 
A. The drill-line storage reel is properly mounted and free to rotate.
 
B. The reel is correctly positioned, so that the drill-line will spool off correctly, in the same direction the fast-line will spool onto the draw-work’s drum, i.e. Over-wind to overwind, or under-wind to under-wind.
 
C. Prior to reeving the drill-line, the following components and equipment must be inspected, to ensure they are compatible with and won’t damage the new drill-line that is to be installed.
i), All sheave groove root profiles are to be gauged, to ensure that they are within acceptable tolerances (as per pictures left). Ideally the groove profile should measure 7.5% above the nominal diameter of the rope.
ii), All sheave grooves are to be checked thoroughly, to ensure that there are no
rope (drill-line) tread wear patterns, indentations or scoring in them.
iii), All sheave bearings must be checked for adjustment, so they are free to rotate efficiently and with the minimum of tractive effort.
 
Check to ensure that there is no excessive side-movement,
(wobble) which would cause sheave groove enlargement
and the accompanying premature sheave bearing failure,
and undoubtedly contribute to premature drill-line discard.
 
D. The Travelling Block should be positioned so it is aligned as well as possible with the Crown Cluster Block’s sheaves. It should also be “hung off” and secured to prevent movement, which is essential to ensure that no turn is induced in the rope during installation. On most operational rigs, the travelling-block is hung-off in the derrick , still attached to its guide dolly, so the sheave alignment of both
blocks will be good.
 
E. The Draw-works drum and it’s flanges need to be inspected to make sure all grooves are in good condition and that they are still compatible with the drill-line size.
(Note: The groove radius and pitch should be checked and measured prior to ordering the new line and the details advised to the rope supplier, to ensure the rope supplied is suitable for the system).
 
F. The drum flanges, wear and kick-plates should be checked to ensure they are in good condition. (As damage and adverse wear to them can damage the drill-line).
 
G. The Travelling block must be hung off and secured to prevent movement whilst the new Drill line is being reeved. If any component in the reeving configuration is worn, or damaged, to the extent where it might damage the drill-line, then it should be repaired in situ or changed out prior to reeving the new drill-line.
 
To leave it in this condition and continue operating, will not only cause premature drill-line discard, but also constitute an unsafe working operation.
 
 
Rope Installation
 
Installation of the new drilling Line is usually undertaken by pulling it through the reeve-up system with the old rope. API 9A, recommends that the two ropes be connected by means of what they call a “swivel stringing grip”, (which is also known as a snake, a Chinese finger, or a sock). This can be a satisfactory procedure with the smaller drill-lines with minimum number of falls. But preferably without a swivel in the reeving hook-up.
 
(A swivel should never ever be used with Flattened Strand or any
other Langs Lay rope.)
 
In the case of the much larger diameter drilling lines and multi-fall systems, where the tensions in reeving are much higher, then the use of a stringing grip, or similar, is not a practical or safe way to proceed. The common practice is to directly connect one line to the other. (Splicing is the preferred and safest method).
 
The prime objective during reeving of the new line is to ensure that no turn is introduced into the new line, either from the old line or by the system.
 
The possible imposition of rope turn can be checked by attaching a flag or marker at the connection point of the new drill-line and then observed during installation. If any twist is seen to be induced into the rope, then this should be let out before the rope is attached to the drawworks.
 
Ideally the rope should then be wound onto the Draw-work’s drum at the recommended minimum required fast-line tension , possibly by using a pinch-roller type drill-line tensioner. This rope tension should be applied until the drill-line has the weight of the travelling assembly on it.
 
The manufacturers recommended minimum number of dead wraps on the Drawworks drum, should where possible be complied with, as any additional or an excessive number of dead wraps, especially any wraps without sufficient tension on them, could lead to rope slackness on the drum with probable
rope crushing damage.
 
On Rigs with Crown Mounted Compensators, it is recommended that the cylinders be extended, prior to winding the line on to the draw-work’s drum. This ensures that the excessive amount of drill-line that is required for CMC operation when the cylinders are extended, is taken up in the falls between the crown and travelling
blocks as the drill-line is wound onto the drum under tension.
 
 
On some draw-works the fast-line’s exit-hole through the drum flange to the clamp may not allow the rope to enter if it has been served (seized). In such a case it is essential to fuse all the wires and strands at the rope end, by weld, to ensure that nothing moves when the serving (seizings) are removed.
 
Once installed, the rope system should then be lifted and lowered under average working tensions for several cycles, until the rope has bedded in.
 
Slipping and Cutting
 
It is essential that before the rope is cut it is securely bound, on both sides of the cut. Failure to properly bind the rope will allow relative movement of the components of the rope – wires and strand – which can cause constructional unbalance and subsequent distortion of the rope in the working rope system.
 
Distortions or disturbance of the strands within the rope, will result in uneven distribution of the load applied and also surface wear. A condition, that will effect the working life of the rope.
 
The binding/seizing itself should be of soft or annealed wire or strand (of approximately 0.125” in diameter), wound tightly around the rope at both sides of the cutting position, using a ‘Serving Mallet’ or a ‘Marlin Spike’.
 
Alternatively a clamp of suitable design, such as a spare drawwork’s drum anchor clamp is ideal for serving (seizing) the drillline prior to cutting and fusing it
 
For conventional 6 strand preformed ropes the serving (seizing) length, should be no less than twice the diameter of the rope being cut. However in Triangular (Flattened) Strand or other Langs Lay ropes, then two servings (seizings) on either side of the cut would be preferred.
 
The calculated length of rope to be slipped is critical to ensure that the rope is subject to even wear as the rope progresses through the reeving system. Therefore this length must be measured as accurately as possible, to avoid the rope being
positioned at repeat critical wear positions in the system.
 
An inaccurate measurement and cut of say half of a single drum wrap, could cause a slip and cut to be inaccurate enough to cause critical wear-spots to move to repeat positions during the slip and cut.
 
It is of course of paramount importance, after the slip and cut is completed, that the drill-line is wound onto the drawworks at the recommended tension using a pinch-roller type drill-line tensioner until the weight of the travelling assembly is on the drill-line.
 
One Important Thing To Remember
 
The main issue that normally dictates/necessitates the need for drill-line handling, whether it’s to do a slip and cut, or to change out a complete drill-line, is the actual rope condition in terms of wear and damage.
 
Ton.Miles is a conventional method, based upon experience, of calculating the amount of work done by the rope and to then determine the service life of the rope through a slip and cut programme. However it must be emphasised that Ton.Miles is a general guide only and should not be used as the sole criteria for assessing the rope condition, as continual visual monitoring is also essential.
 
If the visual condition of the drill-line, indicates that the drill-line is showing excess wear and/or damage, or is encroaching on, equal to, or exceeding that described as discard criteria according to ISO 4309, then it should take precedence over
Ton.Mileage as the discard criteria.
 
Failure to slip and cut, if this sort of excessive drill-line wear occurs, ahead of the scheduled ton-mileage slip and cut, normally results in extremely long slip and cuts in the future and probably an unsafe working condition.
 
It should be noted, If the rope regularly appears in good condition at the programmed time for slip and cut, and that this good condition can be further confirmed by the Manufacturer, then the Ton.Mile Slip and Cut programme may be extended to increase the rope’s service life.
 
The above recommendations are offered as a guidance to the handling of Drilling Lines during installation and service. It is essential that the Drilling Line is at all times correctly handled, inspected and slipped through the system, to ensure a safe working operation and an optimum working rope life.



more information, pls click : www.cszhanye.com/en/pro

2014年6月5日星期四

Utility safety: Crane operation, wire rope inspection

Lineman safety: Crane Institute of America announces the release of the first cards in the new Ready Reference Series. The laminated, pocket-sized cards cover topics that are useful for lift directors and crane and rigging inspectors, as well as others with responsibility for overseeing crane activities on the job site.

The first three cards in the Ready Reference Series feature Wire Rope Inspection, Crane Setup, and Working Around Power Lines.

"Both ASME B30.5 and OSHA 1926 Subpart CC for Cranes and Derricks in Construction discuss the job site responsibilities for controlling entities, site supervisors, lift directors, assembly/disassembly directors, crane owners, and others. The Ready Reference Cards are designed to provide these individuals with technical and safety guidelines that are reflection of industry standards and regulations," said Jim Headley, President and CEO of Crane Institute of America.

The Wire Rope Inspection card makes it easy for inspectors to determine when the wire rope must be removed from service. The card lists wire rope sizes from 3/8" to 1-3/4" and the minimum diameter allowed in both fractions and decimals - taking the math out of the inspection.

Crane Setup addresses site preparation, one of the most important aspect of crane operation and explains who is responsible for ensuring the ground will support the crane and loads lifted. Additional information is provided on positioning the crane, maintaining clearances with power lines, and avoiding potentially unstable ground.

Working Around Power Lines summarizes key information about the clearances required when working near or driving under power lines, how and when to use signalpersons. It also includes reminders about how operators and other personnel are to respond in case of contact with live lines.

Future Ready Reference cards will cover Assembly/Disassembly and other topics for individuals with responsibility for crane activities.

About Crane Institute of America
For almost 30 years Crane Institute of America, Sanford, Fla., has offered training for operators, inspectors, safety managers, lift directors, and riggers and signalpersons working with mobile cranes, overhead cranes, tower cranes, aerial lift and forklifts. It is an authorized CIC written and practical exam testing site.
For more information about Crane Institute or other products, click here to go to Utility Products’ Buyers Guide.





Web: http://www.bxwirerope.com


2014年5月20日星期二

About Wire Rope

Definitions,Designation and Classification
The new European Rope Staedards EN 12385-2(with the above title), EN 12385-5(Stranded Ropes for Lifts) and EN 12385-1(General Requirements) show some new requirements,we have to learn to come along with.
F.i. in the certificate,which has to accompany the rope delivery,it is required,to comply for the rope delivery,it is required to comply for the rope designation with the symbols,laid down in EN12385-2. These symbols-derived from English words are the same for all European deliveries.

Symbols for rope cores
FC=   fibre core
NFC=  natural fibre core
SFC=  synthetic fibre core
IWRC= independant wire rope core
PWRC= parallel laid full steel rope

Symbols for strand construction
S=   strand construction Seale
W=   strand construction Warrington
F=   strand construction Filler or Filler Wire
WS=  strand construction Warrington-Seale
M=   strand construction Crosslay
You can order as accustomed. Especially our Special Ropes are to be ordered as in the past by their name.

Rope class
So far each rope construction is governed by rope standards. In the new rope standards similar rope constructions in so-called rope class are aummarised,e.g. the rope constructions 6x19 Seale, 6x19 Warrington and 6x19 Filler in the rope grade 6x19. The rope standards contain tables with the technical data of the common rope grade.

Rope tensile strenth grade
For ropes acc.to EN12385-5 the rope grade adresses the nominal tensile strength grades of the outer and inner wires of the rope. Additionaly, the rope grade defines the minimum breaking strength of this rope. Rope grade 1570(without the unitN/MM2) means,that all wires of this rope are of the nominal tensile strength grade 1570N/mm2. Rope grade 1370/1770 means, that this is dual tensile rope(term of ISO4344)and the inner wires of the rope are of 1770N/mm2 nominal tensile strength grade.

Symbols for wire finish
U= bright(from uncoated)
B= galvanized acc.class B

Symbols for type of lay
sZ= right hand ordinary(or regular) lay
zS= left hand ordinary(or regular) lay
zZ= right hand lang lay
sS= left hand lang lay

2014年5月15日星期四

Offshore Mooring Steel Wire Ropes(Extract)

1 Introduction

Steel wire rope constructions

Steel wire rope segments of mooring lines could be of various constructions as shown in Figure 1-1.
Other type of constructions may also be used if relevant experience can be documented.

The stranded rope constructions include a number of strands wound in the same rotational direction around a centre core to form the wire rope. The number of strands and wires in each strand (e.g. 6 ´ 19, 6 ´ 36, 6 ´ 61are governed by required strength and bending fatigue considerations for the wire rope. This construction generates torque as tension increases.

The torque balanced spiral rope constructions (spiral strand, half locked and full locked coils) do not generate significant torque with tension changes. These constructions use layers of wires (or bundles of wires) wound in opposing directions to obtain the torque balanced characteristics. The half locked and full locked coil constructions consist of one or more layers of shaped wires over the basic spiral rope construction resulting in a design more resistant to the ingress of corrosion media. The shaped layer(s) of wires will also prevent any outer wire fracture from unwinding. These constructions will normally give higher load capacity related to nominal diameter due to the increased metallic area, compared to other constructions.

Figure 1-1
Steel wire rope constructions




2 Corrosion protection measures

A common design requirement is that wire rope segments in mooring lines are to be protected against corrosion attacks throughout the design life. The wire rope is therefore assumed to be fully protected such that its fatigue life approaches that in air. This is normally ensured by the following measures or combinations thereof:
— Sacrificial coating of wires.
— Application of a blocking compound on each layer of the strand during stranding. The compound should fill all crevices in the wire rope, strongly adhere to wire surfaces and have good lubricating properties.
— Surface sheathing of the wire rope by an extruded plastic jacket in order to prevent ingress of sea water and
flushing out of blocking compound.

The ends of each wire rope segment are normally to be terminated with sockets. Resin shall be used for pouring the sockets. For long term mooring the sockets should be provided with bend stiffeners (bend limiting devices). This is to protect the wire ropes from bending during installation operations when the bending radiuses are close to the minimum allowed value. To prevent water ingress in the socket a sealing system may be incorporated in the device.

Guidance for choice of wire rope construction
For long term mooring spiral ropes are normally used. These ropes maximise the available steel area and provide high strength to size ratio, high axial stiffness and limited rotation under load (i.e. torque balanced as mentioned above). Further, these constructions are considered to have high corrosion resistance since a lower proportion of steel wire area is exposed and the ingress of water to the centre of the rope is more difficult than with stranded ropes. Also, the closed and compact design of these ropes are very suitable to jacketing for added corrosion protection. Within this type of ropes half locked and full locked coil constructions have a higher wear
resistance than spiral strands because of the compact, near cylindrical surface. However, these are stiffer constructions and may, depending on the number of shaped wire layers, require more care during handling and installation. Locked coil ropes also require a larger bending radius than other constructions.

For mobile mooring stranded ropes are most commonly used. However, due to their flexibility, they may also be used in long term mooring systems as for example the upper short segment which is subject to winching damage, fairlead bending fatigue and splash zone corrosion. In these mooring systems stranded ropes may be considered as a “consumable” item which can be replaced every few years, whereas the lower segments are not intended to be replaced

Type of rope construction and extent of corrosion protection must be a case to case evaluation depending on factors like design life, level of bending stresses, environmental conditions, position of the wire rope segment in the mooring system and possibilities for replacement of the wire rope segment.

In DNV-OS-E301 Sec.4 Table I1 guidelines for choice of wire rope construction as a function of field design life and possibilities for replacement have been given. However, it should be emphasized that this table is a rough guidance and that there are no distinct limits of use for each construction.