EP0186448A2 - Tension cable - Google Patents
Tension cable Download PDFInfo
- Publication number
- EP0186448A2 EP0186448A2 EP85309275A EP85309275A EP0186448A2 EP 0186448 A2 EP0186448 A2 EP 0186448A2 EP 85309275 A EP85309275 A EP 85309275A EP 85309275 A EP85309275 A EP 85309275A EP 0186448 A2 EP0186448 A2 EP 0186448A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- cable
- fixed point
- conductors
- tension
- cable according
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
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Classifications
-
- H—ELECTRICITY
- H01—ELECTRIC ELEMENTS
- H01B—CABLES; CONDUCTORS; INSULATORS; SELECTION OF MATERIALS FOR THEIR CONDUCTIVE, INSULATING OR DIELECTRIC PROPERTIES
- H01B7/00—Insulated conductors or cables characterised by their form
- H01B7/04—Flexible cables, conductors, or cords, e.g. trailing cables
- H01B7/045—Flexible cables, conductors, or cords, e.g. trailing cables attached to marine objects, e.g. buoys, diving equipment, aquatic probes, marine towline
Definitions
- This invention relates to a method for transmitting electrical signals, optical signals, electrical power and other utilities through the splash zone from one fixed point below the water to another fixed point above the tide on a gravity or floating structure or from the sea bed to a fixed point above the surface.
- Offshore structures such as production platforms and drilling rigs can find themselves subjected, for long periods and large parts of the year to forceful battering by the sea in the "splash zone" which is the region reached by the waves in the cycle of the tide.
- a cable for relaying signals or power between one fixed point at or below water level and another fixed point above water, wherein said cable is under tension between the said two fixed points sufficient to resist damage from waves.
- a method of relaying power or signals between one fixed point at or below water level and another fixed point above water which comprises providing a power or signal cable between said two fixed points and maintaining the cable under tension
- Electromechanical cables themselves are known but have always been used to support or tow vessels, instruments and objects and never for the stated application. They usually have a central galvanised high tensile steel wire rope around which conductors are wound.
- Figure 1 shows such a cable.
- a cable (1) comprising conductors (3) twisted around a wire rope (5) and surrounded by an insulating jacket (7); at either end there is a tensioning and securing tab (9).
- the cable of Figure 1 would not be suitable for tensioning around a drum or capstan due to the strong likelihood of the wire rope crushing and damaging the conductors. It could be tensioned, however, by using a threaded lug/bolt arrangement for example.
- the cable of the invention comprises conductors surrounded by steel wire for tensile strength.
- a tension cable assembly comprising known half-locked armour (10) and a tough waterproof insulating jacket (12), suitably 2 to 3mm thickness of polyethylene or polyurethane, surrounding conductors (14).
- the cable terminates in a flame-proof junction box incorporated into the drum (16) of a capstan where the tension ig monitored.
- a header (18) to which the armour (10) is connected for tension and through which the conductors are distributed.
- the header (18) also has a hydro-static pressure sensor (20) giving the head of water above the attachment to monitor wave height.
- the breaking strength of the armour (10) is preferably at least 10 times the normal operating static load on the cable (typically 0.5 metre tonnes) and three times the maximum dynamic stress to which the complete electromechanical cable is subjected under worst sea state conditions typically 1.5 metric tonnes for a 25 mm o.d. cable running from -12 metres to +30 metres in 10 metre waves and hurricane force 12 winds.
- the armour can be two or more conventional wraps of suitable high strength steel wire, as required to give this level of mechanical strength or alternatively one or more wraps of half or full locked wires.
- the cable is fitted to the structure as follows.
- the underwater header is secured to the structure at a safe, unexposed point below the water, for example to a tubular brace using a "Terylene", "Nylon”, or metallic loop sling (preferably mild steel for compatibility with the structures impressed cathodic protection) with ring and shackle or fitted directly to a convenient weldment on the structure, or to a separate anchorage on the sea bed.
- Figure 3 also shows four conductors (14) leading to acoustic transducers (30) on the structure and a cable tie (32) securing the conductors (14).
- transducers (30) are suitably of the type described in our co-pending application 84 filed concurrently herewith.
- the cable is next tensioned at the surface by means of its delivery drum.
- the working tension in the cable is decided by: the modulus of elasticity of the combination such that none of the constituent conductors are at any time subjected to loads in excess of 30% of their yield stress; the peak displacement of the cable under tension when excited dynamically, preferably less than or approximately equal to 1000 mm; and the maximum permitted loading of the points of attachment.
- the cable is either designed to fail first or the tensioning device designed so as to release the cable when a pre-set maximum permissible tension is exceeded.
- the normal operating static load on the tension cable would typically be 500Kg to 1000Kg for applications involving light signal cables (od 25 mm).
- a "node point" is suitably created at a safe point close to the surface by pulling the tension cable to a convenient member of the structure via a free sliding, low friction ring on the cable. This is shown in Figure 4.
- the peak displacement can be limited to 1000 mm without excessive tension being required.
- the tension cable method permits rapid installation of transducers and high integrity, high speed data transmission from the sea bed to the surface.
- the tension cable method permits fibre optic cables to be used for signal and low power transmission, thus greatly improving the speed and quality of signal and data transmission, along a communication umbilical.
Landscapes
- Engineering & Computer Science (AREA)
- Ocean & Marine Engineering (AREA)
- Laying Of Electric Cables Or Lines Outside (AREA)
- Electric Cable Installation (AREA)
- Insulated Conductors (AREA)
- Earth Drilling (AREA)
Abstract
Description
- This invention relates to a method for transmitting electrical signals, optical signals, electrical power and other utilities through the splash zone from one fixed point below the water to another fixed point above the tide on a gravity or floating structure or from the sea bed to a fixed point above the surface.
- Offshore structures such as production platforms and drilling rigs can find themselves subjected, for long periods and large parts of the year to forceful battering by the sea in the "splash zone" which is the region reached by the waves in the cycle of the tide.
- In stormy regions such as the North Sea, it is generally considered that non-structural auxiliary fixtures to offshore structures attached subsequent to float-out and location rarely survive a whole year in the splash zone. Further, observation transducers, instruments, cabling and the like are never expected to survive the first storm if they are left attached to the structure in this splash zone. This is a particular problem in the field of instrumentation such as non-destructive examination and crack monitoring because it means that divers must be sent down to perform measurements and the instruments then returned; this is very expensive and inconvenient, whether the measurements are to be made near the splash zone or sea bed owing to the weather at the surface and the additional difficulty of saturation diving at depth. The analog information is usually relayed to measurement instrumentation on a support vessel or platform by a cable. Furthermore, if it is cracks that are to be measured, the propagation of cracks is of greatest interest during the stormy or harsh winter weather when diving is not possible.
- Attempts have been made in the past to provide cables to instruments by fixing a conduit, or other attachment to the leg of the structure but unless such attachments are incorporated into the jacket as major structural features at the fabrication stage they have suffered the fate already described. Thus the present attitude in the industry is that use of permanent monitoring and other instrumentation requiring such cables is generally impractical and such instrumentation should be used only in good weather.
- According to the present invention there is provided a cable for relaying signals or power between one fixed point at or below water level and another fixed point above water, wherein said cable is under tension between the said two fixed points sufficient to resist damage from waves.
- According to a second aspect of the invention there is provided a method of relaying power or signals between one fixed point at or below water level and another fixed point above water which comprises providing a power or signal cable between said two fixed points and maintaining the cable under tension,
- The invention is suitable for relaying signals, power or utilities. Electromechanical cables themselves are known but have always been used to support or tow vessels, instruments and objects and never for the stated application. They usually have a central galvanised high tensile steel wire rope around which conductors are wound. Figure 1 shows such a cable. In that Figure, there is shown a cable (1) comprising conductors (3) twisted around a wire rope (5) and surrounded by an insulating jacket (7); at either end there is a tensioning and securing tab (9). However, at the high tension required in the applications, with which the present invention is concerned, the cable of Figure 1 would not be suitable for tensioning around a drum or capstan due to the strong likelihood of the wire rope crushing and damaging the conductors. It could be tensioned, however, by using a threaded lug/bolt arrangement for example.
- Preferably the cable of the invention comprises conductors surrounded by steel wire for tensile strength.
- An embodiment of the invention will now be described, by way of example, with reference to Figures 2, 3 and 4 of the accompanying drawings in which: -
- Figure 2 is a cable suitable for use in the present invention;
- Figure 3 is an elevation of a cable attached to a structure, according to the invention; and
- Figure 4 is a perspective view of the portion of a deep water structure underwater and a cable according to the invention.
- Referring to Figure 2, a tension cable assembly is shown comprising known half-locked armour (10) and a tough waterproof insulating jacket (12), suitably 2 to 3mm thickness of polyethylene or polyurethane, surrounding conductors (14). At the upper end (at the platform), the cable terminates in a flame-proof junction box incorporated into the drum (16) of a capstan where the tension ig monitored. At the lower (underwater) end, there is a header (18) to which the armour (10) is connected for tension and through which the conductors are distributed. The header (18) also has a hydro-static pressure sensor (20) giving the head of water above the attachment to monitor wave height.
- The breaking strength of the armour (10) is preferably at least 10 times the normal operating static load on the cable (typically 0.5 metre tonnes) and three times the maximum dynamic stress to which the complete electromechanical cable is subjected under worst sea state conditions typically 1.5 metric tonnes for a 25 mm o.d. cable running from -12 metres to +30 metres in 10 metre waves and
hurricane force 12 winds. In the case of small electrical signal or power cables, the armour can be two or more conventional wraps of suitable high strength steel wire, as required to give this level of mechanical strength or alternatively one or more wraps of half or full locked wires. - The cable is fitted to the structure as follows.
- The underwater header is secured to the structure at a safe, unexposed point below the water, for example to a tubular brace using a "Terylene", "Nylon", or metallic loop sling (preferably mild steel for compatibility with the structures impressed cathodic protection) with ring and shackle or fitted directly to a convenient weldment on the structure, or to a separate anchorage on the sea bed. This is illustrated in Figure 3 which shows a leg (22) and cross braces (24) of a structure, two cables (la, lb), the first attached directly to a convenient ancillary weldment on the leg (22) and the second attached to a brace by a sling (26) with a shackle (28). Figure 3 also shows four conductors (14) leading to acoustic transducers (30) on the structure and a cable tie (32) securing the conductors (14).
- The transducers (30) are suitably of the type described in our co-pending application 84 filed concurrently herewith.
- The cable is next tensioned at the surface by means of its delivery drum. The working tension in the cable is decided by: the modulus of elasticity of the combination such that none of the constituent conductors are at any time subjected to loads in excess of 30% of their yield stress; the peak displacement of the cable under tension when excited dynamically, preferably less than or approximately equal to 1000 mm; and the maximum permitted loading of the points of attachment. To avoid any likelihood of damage to the structure as a result of mis-use or accident the cable is either designed to fail first or the tensioning device designed so as to release the cable when a pre-set maximum permissible tension is exceeded. The normal operating static load on the tension cable would typically be 500Kg to 1000Kg for applications involving light signal cables (od 25 mm).
- In situations requiring long lengths of cable, such as deep water installations, a "node point" is suitably created at a safe point close to the surface by pulling the tension cable to a convenient member of the structure via a free sliding, low friction ring on the cable. This is shown in Figure 4. By this means the peak displacement can be limited to 1000 mm without excessive tension being required.
- In the case of a subsea production installation, the tension cable method permits rapid installation of transducers and high integrity, high speed data transmission from the sea bed to the surface.
- The tension cable method permits fibre optic cables to be used for signal and low power transmission, thus greatly improving the speed and quality of signal and data transmission, along a communication umbilical.
- It will, of course, be understood that the present invention has been described above purely by way of example, and modifications of detail can be made within the scope and spirit of the invention.
Claims (12)
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB848432511A GB8432511D0 (en) | 1984-12-21 | 1984-12-21 | Tension cable |
| GB8432511 | 1984-12-21 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP0186448A2 true EP0186448A2 (en) | 1986-07-02 |
| EP0186448A3 EP0186448A3 (en) | 1988-07-27 |
Family
ID=10571653
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP85309275A Withdrawn EP0186448A3 (en) | 1984-12-21 | 1985-12-19 | Tension cable |
Country Status (5)
| Country | Link |
|---|---|
| EP (1) | EP0186448A3 (en) |
| JP (1) | JPS61211908A (en) |
| DK (1) | DK590385A (en) |
| GB (1) | GB8432511D0 (en) |
| NO (1) | NO855151L (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4866214A (en) * | 1987-11-02 | 1989-09-12 | Underground Technologies, Inc. | Service cable for a subsoil penetrating tool and method of preventing rotation of the cable when in use |
| DE10360486B4 (en) * | 2003-12-22 | 2011-05-19 | Airbus Operations Gmbh | Device for reducing the impact energy of tire and rim fragments |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3450829A (en) * | 1966-11-03 | 1969-06-17 | Bunker Ramo | Process for salvaging armored cable and structure used for the same |
| US4116153A (en) * | 1977-04-04 | 1978-09-26 | The United States Of America As Represented By The Secretary Of The Navy | Elastic electrically-conductive strain cable |
| GB2009930B (en) * | 1977-11-15 | 1982-08-25 | Woodness C | Oil well blow-out detectors |
-
1984
- 1984-12-21 GB GB848432511A patent/GB8432511D0/en active Pending
-
1985
- 1985-12-18 DK DK590385A patent/DK590385A/en not_active Application Discontinuation
- 1985-12-19 NO NO855151A patent/NO855151L/en unknown
- 1985-12-19 EP EP85309275A patent/EP0186448A3/en not_active Withdrawn
- 1985-12-21 JP JP60289099A patent/JPS61211908A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4866214A (en) * | 1987-11-02 | 1989-09-12 | Underground Technologies, Inc. | Service cable for a subsoil penetrating tool and method of preventing rotation of the cable when in use |
| DE10360486B4 (en) * | 2003-12-22 | 2011-05-19 | Airbus Operations Gmbh | Device for reducing the impact energy of tire and rim fragments |
Also Published As
| Publication number | Publication date |
|---|---|
| EP0186448A3 (en) | 1988-07-27 |
| JPS61211908A (en) | 1986-09-20 |
| NO855151L (en) | 1986-06-23 |
| GB8432511D0 (en) | 1985-02-06 |
| DK590385D0 (en) | 1985-12-18 |
| DK590385A (en) | 1986-06-22 |
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| 18D | Application deemed to be withdrawn |
Effective date: 19880705 |
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| RIN1 | Information on inventor provided before grant (corrected) |
Inventor name: ROGERS, LEONARD MERVYN |