- •Introduction to the Anchor Handling Course
- •Technical Specifications:
- •Winch Layout:
- •Power Settings / Bollard Pull
- •All operations on board must be performed in accordance with Company Procedures.
- •Risk Assessment
- •Planning
- •Planning:
- •Goal, example:
- •What to do:
- •Electrical winches
- •Winch operation
- •General Arrangement
- •A/H-Drum at full Capacity
- •Over speed
- •Water brake
- •Band brake
- •QUICK & Full Release
- •Hydraulic Winches
- •Lay out (B-type)
- •Hydraulic winch, “B-type”
- •TOWCON
- •Instruction for use of Wire Drums
- •Changing of Chain Wheels (Wildcats / Chain Lifter)
- •TRIPLEX - SHARK JAW SYSTEM.
- •Operation
- •Maintenance and inspections
- •Safety
- •2. OPERATION:
- •QUICK RELEASE:
- •EMERGENCY RELEASE:
- •CONTROL PANEL
- •Marks for Locked on Hinge Link
- •2.2- OPERATION OF THE "JAW IN POSITION ACCEPT" LEVER:
- •2.3 OPERATION OF THE CONTROL PANEL AT EMERGENCY POWER.
- •3. ELECTRIC AND HYDRAULIC POWER SYSTEM.
- •3. 1. ARRANGEMENT OF SYSTEM.
- •3.2. FUNCTIONING OF QUICK RELEASE - JAWS ONLY.
- •3.3. FUNCTIONING OF EMERGENCY RELEASE
- •4.2 Test without Load.
- •4.3 Test with Load.
- •5. General Maintenance
- •5.1 Accumulators Depressurising
- •5.2 Shark Jaw Unit
- •5.3 Guide Pins Units
- •5.4 Hydraulic System
- •5.5 Electric System
- •6. Control Measurements / Adjustments.
- •6.2 Adjustment of inductive proximity switches on lock cylinders.
- •6.3 Adjustment of Pressure Switches for Lock Pressure.
- •7. Test Program – Periodical Control
- •7.2 Checking List – Periodic Control Mechanical / Hydraulic.
- •7.3 Checking List – Periodic Control Electrical
- •7.4 Testing without Load – Yearly Testing.
- •7.5 Load Test – Emergency Release – 5 Year Control.
- •“Mark on line !”
- •“Double set of Jaws, Pins and Wire lifter”
- •View from the bridge.
- •“JAW READY FOR OPERATION”
- •“JAW LOCK POSITION ACCEPTED”
- •KARM FORK – SHARK JAW SYSTEM.
- •Wire and chain Stopper
- •Inserts for KARM FORK
- •Martensite:
- •Recommendations:
- •1. THE BASIC ELEMENTS OF STEEL WIRE ROPE
- •2. STEEL WIRE ROPE CONSTRUCTIONS
- •3. SPECIAL STEEL WIRE ROPES
- •4. USE OF STEEL WIRE ROPE
- •5. SELECTING THE RIGHT STEEL WIRE ROPE
- •6. ORDERING STEEL WIRE ROPE
- •7. STEEL WIRE ROPE TOLERANCES
- •8. HANDLING, INSPECTION AND INSTALLATION
- •9. INSPECTION AND MAINTENANCE
- •10. ELONGATION AND PRE-STRETCHING
- •11. OPERATING TEMPERATURES
- •12. MARTENSITE FORMATION
- •13. END TERMINATIONS
- •14. SOCKETING (WIRELOCK)
- •15. DRUM CAPACITY
- •16. CLASSIFICATION AND USE OF STEEL WIRE ROPE
- •17. ROPES
- •18. CHAINS AND LIFTING COMPONENTS
- •19. TECHNICAL CONVERSION TABLES
- •SWIVEL
- •MoorLink Swivel
- •Pin Extractor
- •Socket Bench
- •Chains and Fittings
- •STUD LINK MOORING CHAIN
- •OPEN LINK MOORING CHAIN
- •KENTER JOINING LINKS
- •PEAR SHAPE ANCHOR CONNECTING LINK
- •DETACHABLE CONNECTING LINK
- •D’ TYPE JOINING SHACKLES
- •‘D’ TYPE ANCHOR SHACKLES
- •SHACKLES
- •JAW & JAW SWIVELS
- •BOW & EYE SWIVELS
- •MOORING RINGS
- •FISH PLATES
- •PELICAN HOOKS
- •SLIP HOOKS
- •‘J’ CHASERS
- •PERMANENT CHASERS
- •DETACHABLE PERMANENT CHAIN CHASERS
- •PERMANENT WIRE CHASERS
- •‘J’ LOCK CHAIN CHASERS
- •The way to break the anchor loose of the bottom is therefore:
- •Table of contents
- •Introduction
- •General
- •Mooring systems
- •Mooring components
- •History of drag embedment anchors
- •Characteristics of anchor types
- •History of vryhof anchor designs
- •Criteria for anchor holding capacity
- •Theory
- •Criteria for good anchor design
- •Aspects of soil mechanics in anchor design
- •Soil classification
- •Fluke/shank angle
- •Fluke area
- •Strength of an anchor design
- •Anchor loads and safety factors
- •Anchor behaviour in the soil
- •Proof loads for high holding power anchors
- •Anchor tests
- •Soil table
- •Practice
- •Introduction
- •Soil survey
- •Pile or anchor
- •Setting the fluke/shank angle
- •Connecting a swivel to the Stevpris anchor
- •Chasers
- •Chaser types
- •Stevpris installation
- •Laying anchors
- •Retrieving anchors
- •Anchor orientation
- •Decking the Stevpris anchor
- •What not to do!
- •Racking the Stevpris
- •Deploying Stevpris from the anchor rack
- •Boarding the anchor in deep water
- •Ballast In fluke
- •Chaser equilibrium
- •Deployment for permanent moorings
- •Piggy-backing
- •Piggy-back methods
- •Stevmanta VLA installation
- •Installation procedure
- •Stevmanta retrieval
- •Double line installation procedure
- •Stevmanta retrieval
- •Double line installation with Stevtensioner
- •The Stevtensioner
- •The working principle of the tensioner
- •Measurement of the tensions applied
- •Umbilical cable and measuring pin
- •Break - link
- •Duration of pretensioning anchors and piles
- •Handling the Stevtensioner
- •General tensioning procedures
- •Hook-up
- •Lowering
- •Tensioning mode
- •Retrieving
- •Supply vessels/anchor handling vessels
- •Product data
- •Introduction
- •Dimensions of vryhof anchor types
- •Proof load test for HHP anchors (US units)
- •Dimensions of vryhof tensioners
- •Proof load/break load of chains (in US units)
- •Chain components and forerunners
- •Connecting links
- •Conversion table
- •Mooring line catenary
- •Mooring line holding capacity
- •Shackles
- •Wire Rope
- •Wire rope sockets
- •Thimbles
- •Synthetic ropes
- •Mooring hawsers
- •Main dimensions chasers
- •Stevin Mk3 UHC chart
- •Stevin Mk3 drag and penetration chart
- •Stevpris Mk5 UHC chart
- •Stevpris Mk5 drag and penetration chart
- •Stevmanta VLA UPC chart
- •Introduction
- •Propulsion system
- •Propellers
- •Thrusters
- •Rudders
- •Manoeuvring
- •Current
- •Wind
- •Other forces
- •Turning point (Pivot point)
- •Ship handling
- •General layout Jack-Up drilling unit:
- •General information about a Semi Submersible drilling unit:
MTC
Anchor Handling Course
A few examples: 3000 mm drum / 76 mm wire = app. 40 d 3000 mm drum / 86 mm wire = app. 35 d
1500 mm drum / 86 mm wire = app. 17 d 900 mm drum / 76 mm wire = app. 12 d
The same is also valid, when the steel wire makes a big change in the rundirection.
E.g. when the steel wire is forced round a guide pin, the proportion will only be app 4 d (300 mm guide pin / 76 mm wire = 4 d).
For steel wires 6x36 and 6x41 a minimum of 20 d is recommended. The bigger – that better. Some suppliers of steel wires recommend a minimum of 40 d.
E.g. a 44-mm steel wire “demands” a sheave with a minimum diameter at 880 mm
A more essential fact is the stress, which will occur when a steel wire runs round a drum, roller and sheaves or change run of direction due to a guide pin or a spooling device. This stress will give a shorter life of the steel wire and the steel wire will be worn down before time as well.
When a steel wire is fed over e.g. a winch drum, stern roller, guide pin or a sheaf, certain complex tensions (a combination of bending, tensile and compression stress) are generated in the steel wire.
The greatest tension occurs in the wire threads furthest away from the steel wire’s bending centre. After repeated bends, stress failure will occur in these wire threads.
These stress failures occur due to many factors. E.g. the steel wire rope construction, tension applied, the ratio (d), use of a swivel, wear and tear of guide pins, spooling devices and stern roller together with martensite formation.
Martensite: Martensite formation.
Martensite is a structural change in the wire material causes by a very sudden cooling of the steel wire after a strong local heating generated by friction. E.g. bad spooling of the steel wire on the winch drum may cause the friction.
This structure change gives a hard and brittle surface and may cause fractures during normal operation or when spliced, even though the steel wire doesn’t show any visible signs of external wear
If a steel wire carries a current or the steel wire is wound on a drum in several layers, there will often be sparks. The surface temperature where the sparks appear will be over 800° C, making it quite probable that martensite will be formed. If there are many sparks, fracture on wire threads will happen and the wire may break.
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Precautions against martensite:
•The blocks, guide pins, stern roller and spooling devices must not be worn down and should turn easily. Must be kept in good condition.
If equipment is repaired by welding, care should be taken to ensure that hardness of the welding material is maximum 300 Brinel.
•When a steel wire is wound on a drum, it should be in tight wraps without the layers crossing each other in order to prevent the top layer from cutting into the underlying layers.
•The steel wire should be lubricated at regular intervals in order to minimise the friction between wires and strands. The best would be to make a sort of continuously lubricating.
•The steel wire should be checked at regular intervals for crushing, minor cracks and mechanical damages, all of which might indicate martensite spots.
•Use of wires with less contents of carbon in the wire. (Are used in the fishing industry for trawl wires).
Re-socketing of steel wire:
•The old steel wire is cut of at the socket base.
•The steel wire piece is pressed out by use of a mandrel / jack.
When heated:
•Only slowly and equably.
•Only up to maximum degrees – depending on the product.
Do “bend / break – test” on the wire from the piece of steel wire, which is leading into the socket. If the wire threads break, they have been exposed to martensite. The steel wire will break in the area around the socket base because the steel wire works heavily in this area.
After Re-socketing remember to:
•The socket base to be filled with grease or oil. To be re-filled, when the steel wire isn’t in use over a long period, as the steel wire will dry out.
•The re-greasing is very important, when the socket in hanging down.
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Recommendations:
•You must aim at a working load of maximum 1/3 of the Breaking load. In this way the steel wire can be loaded with peaks up to 50% of the original breaking load. You will also have room for using the swivel without complications.
•Guide pins, blocks, spooling devices and stern roller must be kept in a good condition. If equipment is repaired by welding, care should be taken to ensure that hardness of the welding material is maximum 300 Brinel.
•Avoid that the steel wire is slipping across the connections between the two stern rollers.
•The ratio of “d” to “D” must be as big as possible – and always at least
20, when we are dealing with a steel wire under load.
•The steel wire must be lubricated in order to minimise the martensite formations.
•Martensite formations must generally be avoided – if possible.
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TEKNISK INFORMATION |
10-1 |
1. STÅLTOVETS GRUNDELEMENTER
Et ståltov består normalt af tre komponenter (fig. 1):
·Ståltråde der danner en dugt.
·Dugter der slås omkring et hjerte.
·Hjerte.
Disse elementer udføres i forskellig udformning/design afhængig af, hvilke fysiske krav der stilles til ståltovet samt hvad det skal anvendes til. Én dugt kan i visse tilfælde med fordel anvendes som et ståltov.
En fjerde komponent, der er lige så vigtig som udformningen og kvaliteten af de tre basiskomponenter, er indfedtningen af hjerte og dugter (se afsnittet "Vedligeholdelse af ståltovet").
Ståltråd
Der findes mange forskellige materialetyper og kvaliteter
af tråde. Randers Reb kan levere de fleste af disse kvaliteter.
1. THE BASIC ELEMENTS OF STEEL WIRE ROPE
A steel wire rope normally consists of three components (fig. 1):
- Steel wires that form a strand.
·Strands that are wrapped around a core.
·The core.
These elements are available in various models/designs, depending on the physical requirements of the steel wire rope and its intended application. A single strand can in certain cases be used quite properly as a steel wire rope.
A fourth component, that is equally as important for the Fig. 1. steel wire rope's performance as the design and quality of the three basic components, is the lubrication of the
core and the strands (see "Maintenance of Steel Wire Rope").
De stålkvaliteter, som Randers Reb anvender til fremstilling af standard ståltove, leveres fra få af Europas førende trådproducenter og opfylder som minimum internationale standarder (EN 10264). Herved opnår Randers Rebs ståltove en høj grad af ensartethed.
Minimum brudstyrken på tråden angiver klassifikationen af ståltovet. Randers Reb anvender bl.a. følgende trådtyper:
· Ugalvaniserede tråde (primært elevatortove) |
1.370 |
N/mm2 (140 kp/mm2). |
|
· Zink-galvaniserede tråde (primært fiskeri) |
1.570 |
N/mm2 (160 kp/mm2). |
|
· Zink/aluminium-galvaniserede tråde (primært fiskeri) |
1.570 |
N/mm2 (160 kp/mm2). |
|
· Rustfrie tråde (brudstyrken er dimensionsafhængig) |
1.670 |
N/mm2 (170 kp/mm2). |
|
· Zink-galvaniserede tråde (primært industri) |
1.770 |
N/mm2 (180 kp/mm2). |
|
· Zink-galvaniserede tråde (primært industri) |
1.970 |
N/mm2 (200 kp/mm2). |
|
Randers Reb kræver, at alle trådleverancer ledsages af et trådcertifikat.
Dugter
En dugt er fremstillet (slået) af minimum 3 tråde, der er lagt i én af mange forskellige designs (geometrisk opbygning). Dugten er næsten altid opbygget omkring en centertråd. Som regel er trådene af stål, men de kan også være af fiber (natureller kunstfiber) eller af en kombination af stål og fiber.
Antallet, størrelsen og materialet af de enkelte tråde kendetegner tovet og dets egenskaber. Få og tykke tråde giver stor slidstyrke,
Steel Wire
There are many different types of material and qualities of wire. Randers Reb can supply most of these qualities - contact us to find out how Randers Reb can meet your own particular needs.
The qualities of steel that Randers Reb uses in the production of standard steel wire rope are supplied by a select few of Europe's leading wire manufacturers and as a minimum requirement meet international standards (ISO 2232). In this way Randers Reb's steel wire ropes achieve a high degree of uniformity.
The minimum tensile strength of the wire defines the classification of the steel wire rope. The tensile strength of wires in Randers Reb's standard product range is as follows:
· Ungalvanised wires (mainly elevator cables) |
1,370 |
N/mm² (140 kp/mm²). |
|
· Zinc galvanised wires (mainly fishing) |
1,570 |
N/mm² (160 kp/mm²). |
|
· Zinc/alum. galvanised wires (mainly fishing) |
1,570 |
N/mm² (160 kp/mm²). |
|
· Rustproof wires, tensile strength dependent on size |
1,670 |
N/mm² (170 kp/mm²). |
|
· Zinc galvanised wires (mainly industry) |
|
1,770 N/mm² (180 kp/mm²). |
|
· Zinc galvanised wires (mainly industry) |
|
1,970 N/mm² (200 kp/mm²). |
|
Randers Reb always demands that all wire consignments are accompanied by a wire certificate.
Strands
A strand is laid by a minimum of three wires that are arranged in many different designs (geometric patterns). The strand is almost always arranged around a centre wire. The wires are made from
FKU LIFTING A/S |
Randers |
Odense |
København |
10 |
|
89 11 12 89 |
63 96 53 00 |
43 73 35 66 |
Jan 2002