- •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
SWIVEL
As a safety precaution, a swivel is inserted in the system to release stress, turns and torsion in steel wires.
The swivel is inserted between the dead man wire and the PCP, to ensure no stress, turns and / or torsion in the wire, enabling the deck crew to safely disconnect the systems.
Use of swivel can however give a reduction in the breaking load with up to app. 30%, depending on the type of swivel in use.
It is strongly recommended not to use a swivel with too low friction coefficient allowing the wire end to freely rotate during normal operation. This will decrease the fatigue life dramatically.
The MoorLink swivel has a high friction coefficient and will not allow the wire to rotate when under load.
T.O. has delivered a MoorLink swivel to all AHTS vessels.
Please observe the enclosed table / drawing (page 5) showing breaking strength when the swivels are on wire drums and stern rollers.
Please read the following pages together with chapter 8 for further information.
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MoorLink Swivel
Subject: Theory - Swivels versus Wire torque
____________________________________________________________________________
Background
Six-stranded wire rope behaves different in different applications or operations, which could lead to potential problems for the user.
In theory a six stranded rope should not be allowed to open up (swivel) under load to achieve longest lifetime of the rope. This is normally only possible in a perfect world, where no external operational criteria are present. An all wire moored drilling or accommodation rig might achieve this by perfect anchor handling and spooling off / on from / to a winch. In reality the winches are not spooling perfectly and if the wire is dragged over or in seabed the geometry of the wire could lead to induced torque.
Safety
Torque can cause severe damages to personnel and equipment. This normally occurs when an anchor handling wire is spooled in with high tension and disconnection shall occur. The torque has been transferred to the end of the rope disconnection can be impossible or lead to a kink in the rope. This also happens during cross over operations on combination mooring systems.
Combination Mooring Systems
For drilling rigs equipped with combination chain /wire system swivels would assist during the cross over operation and bolstering of anchors. When hauling in the wire, the torque moves towards the end of the rope. In order to remove the torque from the wire to prior to disconnection the swivel positioned in the cross over point should absorb the torque at a relative low tension.
It is strongly recommended not to use a swivel with too low friction coefficient allowing the wire end to freely rotate during normal operation (when moored). This will decrease the fatigue life dramatically.
The wire also introduces twist to the chain during normal operation and when hauling in anchors. The chain has a relative high torsion stiffness when under tension (nil when stored in a pile onshore or in the chain locker). This means that the wire will induce a number of turns over the length of the chain, which is not causing any damages to the chain. However, when the chain is hauled in and the AHT is coming closer to the bolster these turns will be present on a short piece of chain, potentially leading to problems bolstering the anchor properly. By installing a swivel close to the anchor end this torque could be absorbed.
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Anchor Handling Course
Anchor handling
Anchor handling can be divided into two different main categories:
1.The usage of vessel’s own anchor handling wire or tow wire, which is permanently installed
(and replaced when damaged) and kept with high tension on the drum.
2.The usage of external supplied anchor-handling wires (normal for deep-water operations).
These wires are normally not spooled on to the winches with any high tension before commencement of work.
The problem that occurs during anchor handling is that the torque induced in the wire is transferred to the end of the rope and if the axial stiffness in the connected part is low the torque is transferred further.
This means that a swivel can absorb the torque and avoid any twist to be transferred.
Bearing Systems
1.Slide Bearing System
Bearing system is bronze aluminium type running on a polished stain less steel washer. The material is often used in high load / low speed bearings in many offshore applications (very good corrosion and wear resistance in seawater).
The bearing is self-lubricating with embedded sold lubricant. The base material is high-grade bronze alloys and has finely finished surface with pockets in which a specially formulated solid lubricant is embedded. During operation a very fine, but very strong lubricating film is deposited automatically over the complete moving area. This film remains intact at all times, even immediately upon starting. The construction is also being equipped with grease inlets in order to secure and guarantees a well-lubricated moving surface.
2.Roller Bearing System
The roller bearing swivels are equipped with a cylindrical thrust roller bearing system (either single or double row).
Summary
What is best? The usage of roller or slide bearing swivel?
It depends on your operation. The main issue is that most operations are different. The operation can be normal anchor handling, or installation of chain, polyester ropes or spiral strand, anchor proof loading, towing etc.
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Anchor Handling Course
The slide-bearing swivel should not rotate under tension until the induced torque is exceeding the start friction. This enhances the fatigue life of the wire. Typical operation is anchor handling and inserts in combination mooring systems
The roller bearing systems would rotate under tension, as the friction moment is lower than the induced torque. This could be benefit if you do not want to transfer the torque from your wire to the object lowered. Bear in mind, fatigue life of the wire will decrease after continuos use of roller bearing swivels. Typical operation is installation of sub sea equipment, anchors or proof loading of anchors.
Theory of Torque versus Friction:
Based on our past experience and information provided by two large steel-wire rope manufacturers: ScanRope and Haggie Rand the induced torque by a six-stranded wire rope is:
6-8% of the diameter of rope x tensions.
Example
Induced torque:
Wire size: |
89mm |
Tension: |
200 tonnes |
Resulted induced torque: 0.07 x 0.089 x 200.000 x 9,81 = 12.223 Nm
Break Out Torque Comparison:
1.Friction moment Roller Bearing System: 0.015 (0.005 in rolling mode)
|
Average Diameter of bearing: |
|
0.20 m |
|
Break-out Torque: |
0.5 x 0.20 m x 0.015 x 200.000 x 9.81 = 2.943 Nm |
|
2. |
Friction moment Slide Bearing System: |
0.12 (0.10 in gliding mode) |
|
|
Average Diameter: |
0.20 m |
|
|
Break-out Torque: |
0.5 x 0.20 m x 0.12 x 200.000 x 9.81 = 23.544 Nm |
As can be seen above the resistance (friction moment) in the slide bearing system is HIGHER than the induced torque in the wire. The swivel will not rotate when the tension is increased.
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