- •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
KARM FORK Shark Jaw
Wire and chain Stopper
Fig 1
M:\ANCHOR HANDLING\Course Material\Training Manual New\Chapter 07\6.0 Karm Fork.doc
Chapter 07
MTC
Anchor Handling Course
Inserts for KARM FORK
Fig 2
Inserts and Carpenter Stoppers for KARM FORK
Fig 3
M:\ANCHOR HANDLING\Course Material\Training Manual New\Chapter 07\6.0 Karm Fork.doc
Chapter 07
Maersk Training Centre A/S
Karm Fork in top position with top cover on. Towing Pins in parked position.
Looking aft.
Karm Fork Shark Jaw System
Anchor Handling Course, chapter 7
Maersk Training Centre A/S
Karm Fork and Towing Pin in top position.
Looking aft.
MAERSK DISPATCHER
Karm Fork Shark Jaw System
Anchor Handling Course, chapter 7
Maersk Training Centre A/S
Karm Forks and Towing Pins in top position with Safety Pins in.
Looking towards port.
Karm Fork Shark Jaw System
Anchor Handling Course, chapter 7
Maersk Training Centre A/S
Karm Forks and Towing Pins in top position with Safety Pins in.
Chain stopped off in both sides. Looking aft.
Karm Fork Shark Jaw System
Anchor Handling Course, chapter 7
Maersk Training Centre A/S
Both sets of Towing Pins in up / locked position. Both sets of Karm Forks in parked position, ready for use. Looking aft.
Karm Fork Shark Jaw System
Anchor Handling Course, chapter 7
MTC
Anchor Handling Course
“Good Advises and Guidelines” in use of NON rotation-resistant steel wires.
First of all it is recommended to read the Technical Information regarding steel wires by Fyns Kran Udstyr / Randers Reb. These information make the foundation for the following “Good
Advises and Guidelines”.
The wire-thread, which is used in the production of a steel wire, has a very high tensile strength compared by ordinary steel.
Trade steel (“Steel 37”) has a tensile strength at app. 37 kp/mm2 (362 N/mm2)
Wire steel has a tensile strength from app. 140 to 220 kp/mm2 (1370 – 2160 N/mm2)
The fact that the wire-thread is so strong has the disadvantage that the bending strength will be reduced. The wire-thread breaks easily, if it is bent – especially under the circumstances as a “Work wire” is working under.
Below different subjects concerning or are used in connection with steel wire will be covered.
Especially the negative influence on the steel wire will be covered.
Swivel: The breaking load will locally be reduced by app. 30%
When a steel wire is under load it opens and at the same time it will be extended. The swivel “makes” it easier for the wire to open, stress failure will occur and the life expectancy will be reduced.
Working Load: A steel wire must maximum be loaded with 50% of the breaking load.
The material reaches the yield point at 50% of the breaking load. The wirethreads get stiff and will break when they are bent. The life expectancy will be reduced.
If the load constantly is about the 50%, the steel wire will break.
Loops / kinks: Gives a reduction in the breaking load at app. 50%
The steel wire will be heavily deformed, when e.g. a kink is straightened out by applying of a load.
A kink is formed due to extraction of a loop.
Fleet angle: Does not matter on ships with spooling devices.
But the steel wire has to run straight into a block.
Running in Steel Wire Rope:
Is recommended, if time. In this way the steel wire will gradually become accustomed to the new conditions.
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MTC
Anchor Handling Course
Fitting to Drum: Fundamentally you ought to follow the recommendations made by the manufacturer.
But this does only matter with the first layer of steel wire. It doesn’t matter on drums with several layers of steel wire.
If it isn’t possible to fit the steel wire at the right side due to the construction of the drum, you must subsequent keep away from the first layer on the drum.
Spooling: Care must be taken to ensure that the reel and the drum are running in the same direction. That means from under-turn to under-turn and from overturn to over-turn. If this isn’t done correctly, the steel wire is subjected to torsion.
In order to achieve problem-free spooling on multi-layer drums it is extremely important that the steel wire is spooled on with tension. If the layers are too loose; the upper layers can damage or cut into the layers below when tension is applied, resulting in damage to the steel wire.
Spooling from drum to reel: All tension / torsion must first be released by deploying the wire into the water – at sufficient water depth – before the steel wire is spooled on to the reel.
The best-recommended way of doing this transferring; is first to deploy the steel wire into the water, secure it in the Shark Jaws and afterwards spool the steel wire directly from the water onto the reel.
It is of course a demand, that the reel is able to lift the weight of the deployed steel wire.
Bending around a mandrel: (Can be compared with a U-lift.)
When the steel wire “works” on the stern roller or is spooled on the drum this is “Bending around a mandrel”. How big / small this proportion is, depends on the diameter of the “drum” (Winch drum, stern roller, guide pins) and the diameter of the wire which is supposed to “work” on the drum.
Depending on the proportion between mandrel diameter and steel wire diameter, reduction in the breaking load will be:
(d = diameter of the steel wire)
Mandrel, diam.: |
Breaking load, reduced: |
40 d |
5% |
15 d |
10% |
5 d |
20% |
4 d |
25% |
3 d |
30% |
2 d |
40% |
1 d |
50% |
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