- •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:
Synthetic ropes
Material properties
|
Polyester |
HMPE |
Material |
High tenacity polyester |
High modulus gel spun polyethylene |
Construction |
Parallel strand with braided jacket |
Parallel strand with braided jacket |
Specific gravity of core |
± 1.38 |
± 0.99 (floating) |
Melting point |
> 250˚C |
144˚ / 152˚C |
Range for use |
-40˚C - +120˚C |
-30˚C - +100˚C |
UV resistance |
Excellent |
Conform BS 4928 / BS 5053 |
Rot / mildew resistance |
100% |
100% |
Cold water shrinkage |
< 0.5% |
0% |
Water absorption fibres |
< 0.5% |
Nil |
Water adhesion |
± 30% |
45% |
Approximate elongation at |
|
|
first loading (brokenin |
|
|
rope, dry and wet condition) |
|
|
At 20% of MBL |
± 3% |
± 0.8% |
At 50% of MBL |
± 6% |
± 2% |
At break |
± 12% |
± 4% |
Production and construction in accordance with
BS4928 / BS5053 (1985). The dry breaking strength is
124equal to the wet breaking strength.
The properties of the different rope sizes are presented in the following tables.
HMPE
Circ. |
Diameter |
MBL |
Weight |
inch |
mm |
t |
kg/m |
2 |
16 |
16 |
0.1 |
21/2 |
20 |
25 |
0.2 |
3 |
24 |
36 |
0.3 |
31/2 |
28 |
47 |
0.4 |
4 |
32 |
62 |
0.5 |
41/2 |
36 |
77 |
0.6 |
5 |
40 |
95 |
0.8 |
51/2 |
44 |
115 |
0.9 |
6 |
48 |
131 |
1.1 |
61/2 |
52 |
152 |
1.3 |
7 |
56 |
174 |
1.5 |
71/2 |
60 |
198 |
1.7 |
8 |
64 |
222 |
2.0 |
81/2 |
68 |
248 |
2.2 |
9 |
72 |
274 |
2.5 |
91/2 |
76 |
301 |
2.8 |
10 |
80 |
330 |
3.1 |
11 |
88 |
390 |
3.7 |
12 |
96 |
462 |
4.5 |
13 |
104 |
530 |
5.1 |
14 |
112 |
600 |
6.1 |
15 |
120 |
686 |
7.0 |
16 |
128 |
777 |
7.9 |
17 |
136 |
868 |
8.9 |
18 |
144 |
966 |
10.0 |
19 |
152 |
1066 |
11.2 |
20 |
160 |
1170 |
12.4 |
21 |
168 |
1280 |
13.9 |
Note : MBL in unspliced (new) conditions, MBL spliced -/- 10%.
Polyester
Circ. |
Diameter |
MBL |
Weight |
inch |
mm |
t |
kg/m |
15 |
120 |
400 |
9.5 |
17 |
137 |
500 |
13.0 |
191/2 |
156 |
600 |
15.8 |
201/2 |
166 |
700 |
17.3 |
22 |
176 |
800 |
19.4 |
23 |
186 |
900 |
21.7 |
241/2 |
199 |
1000 |
23.8 |
251/2 |
205 |
1100 |
26.3 |
261/2 |
213 |
1200 |
28.3 |
Note : MBL in spliced condition.
Synthetic ropes
Recommended practise for handling fibre rope mooring lines before and during installation.
•Ropes should not be permanently installed around bollards or fairleads.
•A minimum bending radius should be observed. The minimum bend radius (D/d) with very low line tensions should be larger than 6.
•When unreeling the rope, maximum line tension should be observed, to avoid pulling the rope into the underlying layer.
•Torque or twist in the rope should be avoided.
•Fibre ropes should not be run over surfaces which have sharp edges, grooves, nicks or other abrasive features.
•Care should be taken when applying shearing forces to the rope.
•There should be no “hot work” such as welding in
the vicinity of the rope. |
125 |
•Frictional heat from excessive slippage of the fibre rope over a capstan, drum, etc. must be avoided.
•Care should be taken that ropes do not get knotted or tangled.
•Rope contact with sharp gritty materials should be avoided.
•Abrasion or fouling of the mooring line with other anchoring equipment such as anchor, steel wire rope, chain and connectors must be avoided.
•Chasers should not be used on fibre ropes.
•Shark jaw stoppers designed for use with steel wire rope or chain should not be used for handling fibre ropes.
•It should be avoided that the ropes undergo more than 1000 loadcycles with a line tension smaller than 5% of the MBL.
•Pre-deployed lines should not be left buoyed at the surface waiting connection to the platform, unless a minimum line tension of 5% (for polyester) of the MBL is maintained.
•If the fibre rope is laid on the seabed, it must be protected against external abrasion and ingress of abrasive particles.
Mooring hawsers
|
|
|
|
Double braided nylon |
|
Circular braided nylon |
|
Deltaflex 2000 |
|||||||||
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Circ. |
Diameter |
|
Ndbs |
|
Nwbs |
weight |
|
Ndbs |
|
Nwbs |
weight |
|
Ndbs = |
|
weight |
|
|
inch |
mm |
|
t |
|
t |
kg/m |
|
t |
|
t |
kg/m |
|
nwbs t |
|
kg/m |
|
|
12 |
96 |
208 |
|
198 |
5.7 |
|
205 |
|
195 |
5.0 |
|
217 |
|
5.7 |
||
|
13 |
104 |
249 |
|
236 |
6.7 |
|
256 |
|
244 |
6.0 |
|
258 |
|
6.7 |
||
|
14 |
112 |
288 |
|
273 |
7.8 |
|
307 |
|
292 |
7.3 |
|
297 |
|
7.8 |
||
|
15 |
120 |
327 |
|
311 |
8.9 |
|
358 |
|
341 |
8.4 |
|
339 |
|
8.9 |
||
|
16 |
128 |
368 |
|
349 |
10.2 |
|
406 |
|
387 |
9.5 |
|
378 |
|
10.2 |
||
|
17 |
136 |
419 |
|
398 |
11.4 |
|
454 |
|
433 |
10.7 |
|
423 |
|
11.5 |
||
|
18 |
144 |
470 |
|
446 |
12.8 |
|
501 |
|
477 |
12.0 |
|
468 |
|
12.8 |
||
|
19 |
152 |
521 |
|
495 |
14.3 |
|
547 |
|
521 |
13.2 |
|
523 |
|
14.3 |
||
|
20 |
160 |
577 |
|
548 |
15.8 |
|
597 |
|
569 |
14.4 |
|
578 |
|
15.9 |
||
|
21 |
168 |
635 |
|
603 |
17.4 |
|
644 |
|
614 |
15.7 |
|
636 |
|
16.9 |
||
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Specific gravity |
|
|
|
1.14 |
|
|
|
|
1.14 |
|
|
|
1.14 |
|||
|
Melting point |
|
|
|
250˚C |
|
|
|
|
215˚C |
|
|
|
260˚C |
|||
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Note : ndbs |
= new dry break strength in spliced condition |
|
|
|
|
|
|
|
|
|
||||||
|
nwbs |
= new wet break strength in spliced condition |
|
|
|
|
|
|
|
|
|
||||||
|
Deltaflex 2000 in 8 strand plaited construction. |
|
|
|
|
|
|
|
|
|
|||||||
|
|
|
|
|
|
|
|
|
|||||||||
|
Approximate elongation at |
|
Circular braided nylon (double braided |
|
Deltaflex 2000 |
|
|
|
|||||||||
|
first loading (broken- |
|
is similar) |
|
|
|
|
|
|
|
|
|
|
|
|
||
|
in rope, dry and wet |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
126 |
condition) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
At 20% of MBL |
|
± 16% |
|
|
|
|
|
|
|
± 19% |
|
|
|
|
|||
|
At 50% of MBL |
|
± 22% |
|
|
|
|
|
|
|
± 26% |
|
|
|
|
||
|
At break |
|
|
± >40% |
|
|
|
|
|
|
± 33% |
|
|
|
|
Mooring hawsers
Double braided construction versus circular braided construction
The circular braided construction can be defined as a recent alternative for the double braided construction. The elongation and TCLL values of both construction types are the same. The efficiency (breaking load/raw material) of the circular braided construction is however much higher, which means that the circular braided construction can be more budgetary attractive.
Both construction types have an overbraided jacket as part of their construction, but the important difference is that where the overbraiding of the double braided construction is load bearing, the overbraiding of the circular braided construction is just there for protection. This means that when the overbrai-
ding is damaged due to chafing or other reasons, the 127 stability and break load of the circular braided con-
struction will remain unchanged, while the double braided construction should be considered as structurally damaged (loss of stability and a lower break load).
Advantages of Deltaflex 2000
When compared to nylon hawsers, a Deltaflex 2000 hawser has the folowing advantages:
•Equal strength in dry and wet conditions.
•Strength is 10% to 20% higher than wet double braided nylon.
•High energy absorption and elastic recovery.
•No water absorption.
•One of the highest TCLL (thousand cycle load level) values of all sysnthetic ropes.