NL2004358C2 - Offshore installation and method for connecting cabling and/or piping thereto. - Google Patents

Offshore installation and method for connecting cabling and/or piping thereto. Download PDF

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Publication number
NL2004358C2
NL2004358C2 NL2004358A NL2004358A NL2004358C2 NL 2004358 C2 NL2004358 C2 NL 2004358C2 NL 2004358 A NL2004358 A NL 2004358A NL 2004358 A NL2004358 A NL 2004358A NL 2004358 C2 NL2004358 C2 NL 2004358C2
Authority
NL
Netherlands
Prior art keywords
platform
pontoon
installation
leg
protection tube
Prior art date
Application number
NL2004358A
Other languages
Dutch (nl)
Inventor
Dieter Korndorffer
Original Assignee
Korndorffer Contracting Internat K C I B V
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Korndorffer Contracting Internat K C I B V filed Critical Korndorffer Contracting Internat K C I B V
Priority to NL2004358A priority Critical patent/NL2004358C2/en
Priority to EP11157300.2A priority patent/EP2365136B1/en
Application granted granted Critical
Publication of NL2004358C2 publication Critical patent/NL2004358C2/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/02Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto
    • E02B17/021Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto with relative movement between supporting construction and platform
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/04Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction
    • E02B17/08Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction for raising or lowering
    • E02B17/0809Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction for raising or lowering the equipment being hydraulically actuated
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/04Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction
    • E02B17/08Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction for raising or lowering
    • E02B17/0836Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction for raising or lowering with climbing jacks
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B2017/0039Methods for placing the offshore structure
    • E02B2017/0043Placing the offshore structure on a pre-installed foundation structure
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B2017/0056Platforms with supporting legs
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B2017/0056Platforms with supporting legs
    • E02B2017/0073Details of sea bottom engaging footing
    • E02B2017/0078Suction piles, suction cans
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B2017/0056Platforms with supporting legs
    • E02B2017/0073Details of sea bottom engaging footing
    • E02B2017/0082Spudcans, skirts or extended feet
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B2017/0095Connections of subsea risers, piping or wiring with the offshore structure

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Wind Motors (AREA)
  • Laying Of Electric Cables Or Lines Outside (AREA)

Description

P90237NL00
Title: Offshore installation and method for connecting cabling and/or piping thereto.
The invention relates to an offshore installation for offshore energy resources exploitation.
Such offshore installations are widely known and used for the exploitation of offshore energy resources. Offshore energy resources 5 exploitation may be understood to comprise the exploitation of oil and/or gas fields, the exploitation of wind energy using offshore wind turbines, the exploitation of wave energy and/or the exploitation of solar energy offshore. The exploitation of wind energy, wave energy and/or solar energy usually comprises the generation of electricity to be transported to a further, usually 10 onshore, location. The exploitation of an oil and/or gas field, usually comprises the winning of oil and/or gas which may have to be transported to a further, usually onshore, location.
Advantageously a movable self-installing platform may be used for the exploitation of the energy resources offshore. After expiration of the life 15 time of e.g. the exploitation of a wind mill park or an oil and/or gas field, the platform can be removed from the offshore location and can be relocated to a further offshore location.
Such a platform is known for example known from the Dutch patent NL 1005463. Also several of such platforms are being operated in the North 20 Sea, some known as Mobile Offshore Application Barge (MOAB) and others as Multi Purpose Platform (MPP). These platforms comprise a floating pontoon and four retractable legs, which can be lowered and lifted with respect to the pontoon. The lower end of each leg may be fitted with suction cans, which can penetrate the sea bottom and provide a fixed connection to the bottom. If the 25 legs are lowered in relatively shallow water, at some stage the legs may reach the seabed and the suction cans may penetrate in the sea bottom. As the legs are moved further by force, the pontoon will be elevated out of the water. The 2 purpose of lifting the pontoon out of the water is to obtain a relatively stable fixed structure, which is not subjected to wave loads and which can therefore safely stay in place offshore, also during storm conditions. The pontoon may provide a stable deck on which for example sheltered areas can be provided e.g.
5 for oil and/or gas production facilities and/or for systems of an electrical power network for wind turbines. These pontoons with retractable legs are usually referred to as “Self Installing Platform”, which may be abbreviated as “SIP”.
For the installation of an offshore installation of the above mentioned type usually various peripheral equipment needs to be provided.
10 Peripheral equipment such as cabling, e.g. electrical cabling and/or piping may be provided. Cabling, in particular electrical cabling may be important for installations where electricity may be generated, such as electricity generation by wind energy and/or wave energy and/or solar energy. Piping may be provided for installations where oil and/or gas may be exploited. Of course, also 15 for an oil and/or gas installation cabling may be required and/or for an electricity generating installation piping may be required. The cabling and/or piping is usually provided on the sea bottom.
A drawback of the cabling and/or piping is that the cabling and/or piping is rather vulnerable and thus may increase installation time of the 20 offshore installation. When first installing the platform and thereafter installing the cabling and/or piping, this is relatively costly due to the time the platform is already on the offshore location but cannot be used yet. The relatively vulnerable cabling and/or piping can however be connected directly to the platform. Alternatively, when first installing the cabling and/or piping 25 and thereafter installing the platform, the cabling and/or piping needs to be stored during a certain period of time on the sea bottom making it vulnerable to damage. In addition, after connection of the cabling and/or piping, the relatively vulnerable equipment may be exposed to environmental influences, and therefore may be prone to damage.
3
The objective of the invention is to provide an offshore installation of the above mentioned type that obviates at least one of the above mentioned drawbacks.
Thereto, the invention provides for an offshore installation for 5 offshore energy resources exploitation comprising a movable self-installing platform wherein the platform comprises a floatable pontoon with at least one leg that is adjustable between a transport position in which the leg is elevated with respect to the pontoon and an installation position in which the leg is lowered with respect to the pontoon, wherein the platform is arranged for 10 connection of cabling and/or piping from the sea bottom to the pontoon, further comprising a protection pipe arranged to enclose the cabling and/or piping between the sea bottom and the pontoon.
By providing a protection pipe between the sea bottom and the pontoon, the relatively vulnerable cabling and/or piping can be protected from 15 e.g. the relatively harsh environmental conditions. This may increase the life time of the cabling and/or piping and may reduce maintenance and/or repair costs. The protection pipe may support and guide the cables and/or pipelines, and also may protect them from impact loads, e.g. collision with a vessel, and/or environmental loads. The protection pipe provides for a relatively cost-20 effective protection structure for the cabling and/or piping. Of course, the platform may also be provided with two or more protection pipes.
In particular for the development and exploitation of offshore wind mill parks, the platform may function as a substation comprising electrical equipment such as transformers. The electrical cabling to and from the 25 platform may be extensive and complex. The installation of the electrical cabling may therefore be time consuming. The electrical cabling is also rather vulnerable, mainly due to the relatively small diameters of the electrical cabling. A protection structure as a relatively larger diameter protection pipe that can guide and protect the electrical cabling may provide a reliable and 4 cost effective protection which may increase the life time of the electrical cabling.
The protection pipe fully encloses the cabling and/or piping between the sea bottom and the pontoon in order to provide optimal protection for the 5 vulnerable cabling and/or piping. The protection pipe comprises a relatively large diameter pipe that can fully enclose the cabling and/or piping and which is usually installed upwardly at a side of the pontoon.
The platform comprises a floatable pontoon with at least one leg.
The leg is adjustable between a transport position and an installation position. 10 In the transport position is the leg elevated with respect to the pontoon, the leg substantially extends above the pontoon, such that during transport, when the pontoon is floating in the water, the draft of the floating platform can remain relatively limited. In the installation position, the leg is lowered with respect to the pontoon, preferably until the leg can be installed with respect to the sea 15 bottom.
By providing a tie-in tube at a lower end of the protection pipe, the cabling and/or piping can be relatively smoothly tied in from the sea bottom into the protection pipe. Preferably, the tie-in tube is of a tube of the J-type such that the cabling and/or piping can relatively easily be pulled through the 20 J-tube into the protection pipe. Alternatively, the cabling and/or piping may be arranged in the protection pipe and may be pulled through the tie-in tube towards the sea bottom for further installation on the sea bottom. Preferably, the tie-in tube is provided at a lower end of the protection pipe, such that when the protection pipe is installed on the sea bottom, the tie-in tube is located 25 near the sea bottom to accommodate a relatively smooth transition of the cabling and/or piping between the sea bottom and the protection pipe. An alternative connection for, in particular pipelines, can be a flange connection to pre-installed piping inside the protection pipe.
By providing the protection pipe with a suction anchor at a lower 30 end, the protection pipe can be independently anchored to the sea bottom. The 5 protection pipe can thus be installed independently of the platform. The protection pipe can be connected to the sea bed e.g. by one ore more suction cans which are fitted to the protection pipe.
Providing the protection pipe with one ore more suction anchors 5 leaves the opportunity to install the protection pipe before the installation of the platform. This offers the option that pipeline and/or cables are also installed before the platform is installed, such that the connections to the platform can be made faster and operation can start earlier. This may reduce installation time and thus costs. Also, by pre-installing the protection pipe the 10 cabling and/or piping installed on the sea bottom may be stored dry, i.e. in the protection pipe, until the platform arrives for connection to the platform. For example, for an offshore wind mill park with its complex and expensive, mainly electrical, cabling, this offers the opportunity to pre-install approximately all electrical cabling, which may be advantageous due to the 15 relatively long installation time involved. By pre-installing the protection pipe, the already installed electrical cabling can be stored dry in or at a dry end of the protection pipe, which may give a significant cost advantage. Also, the platform can be installed later and connecting the electrical cabling to the platform may become relatively easy due to the dry storage of the electrical 20 cabling, thus reducing the installation and/or hook-up time for the platform.
When pre-installing the protection pipe, the pontoon may be provided with an adapted corner element for receiving the pre-installed protection pipe as leg of the pontoon. Instead of a guide element arranged in the corner for guiding the leg, the corner may be provided as an open corner to 25 relatively easily receive the already installed protection pipe. The corner may then be closed to connect the protection pipe to the pontoon, e.g. by using a clamping element. Also, the pontoon may be provided with two or more open corners allowing installation of the normal legs outside a dry dock, e.g. when the pontoon is floating in a harbour. With the clamping elements, the legs can 30 be connected to the pontoon. The open corner elements with the clamping 6 elements may also provide a guide through which the leg can be lowered and/or the pontoon can be lifted for installation at the offshore location. The clamping element can be removed from the pontoon e.g. by the use of removable fastening means such as bolts. Providing an open corner with a 5 clamping element allows installation of the legs to the platform without the use of a dry dock or an additional barge. The pontoon can be kept floating in the water, e.g. in a harbour and a crane on the shore, can hang the leg in the open corner and can lower the leg a bit in the open corner. Then the leg can be positioned in the open corner and the clamping element may close the open 10 corner and fasten the leg for transport. Also, by providing an open corner, the suction may be assembled to the leg onshore and the leg with suction can may be installed at once in the open corner to the pontoon of the platform.
Alternatively, the protection pipe can also be installed after the platform is installed. In this case the advantage is that the protection pipe can 15 be transported to location on the platform and the installation can also be done from the platform. This may avoid for example hiring of equipment e.g. a crane vessel for separately installing the protection pipe, since the protection pipe can then be installed from the platform.
Advantageously, the protection pipe is provided as a leg of the 20 platform, thus reducing installation and/or manufacturing costs. A platform is usually fitted with four legs at corners of the pontoon. By providing one leg as the protection pipe, the other legs may remain conventional legs.
By providing at least two strand jacks working in opposite directions on the same pre-tensioned strand bundle to the legs and/or the protection pipe, 25 a relatively cost-effective and re-usable system may be obtained to move the legs with respect to the pontoon. A double set of strand jacks working in opposite directions is used to move the legs up or down, such that forces can be generated both upward, to lift the pontoon upward and downward, to lower the legs. The two or more strand jacks for lifting and lowering work in line on a 30 single wire bundle. The advantage of this arrangement is that the wire 7 bundles can be pre-tensioned by a separate system such that no slack wire occurs during lifting or lowering of the legs. A relatively simple control of the wire tension may thus be possible.
By providing a base frame that can be installed on the sea bed, the 5 platform may be installed in larger water depths. The base frame may also provide extra strength. The base frame can be installed on the sea bed and the legs of the platform are lowered in the corner legs on top of the base frame.
The base frame can be pre-installed on the sea bed prior the installation of the platform.
10 In an advantageous embodiment is the protection pipe part of the base frame. The protection pipe can be mounted on a side of the base frame or the protection pipe can replace a leg of the base frame. When the protection pipe is provided at a side of the base frame, the protection pipe can be fitted with or without a suction can for anchoring the protection pipe to the sea 15 bottom. When connecting the protection pipe to the base frame, anchoring of the protection pipe to the sea bottom may be left away. The protection pipe may then be sufficiently anchored to the base frame.
Preferably, the legs of the base frame are fitted with suction anchors for easy and reliable anchoring of the base frame to the sea bed. In case the 20 protection pipe replaces a leg of the base frame, the protection pipe may also be fitted with a suction anchor for anchoring the protection pipe to the sea bottom. The legs of the base frame are usually approximately as high as the base frame itself. The protection pipe however extends from approximately the sea bottom to approximately the height of the pontoon in installed position and 25 thus extends above the base frame. If the platform, and therefore the base frame, has four corners each arranged to fit with a leg, than three ‘normal’ legs remain while the fourth leg may be replaced by the protection pipe.
The invention further relates to a method for connecting cabling and/or piping to an offshore installation comprising a movable self-installing 30 platform wherein the platform comprises a floatable pontoon with at least one 8 leg that is adjustable between a transport position in which the leg is elevated with respect to the pontoon and an installation position in which the leg is lowered with respect to the pontoon, comprising installing the cabling and/or piping on the sea bottom to the platform location, providing a protection pipe 5 for enclosing the cabling and/or piping between the sea bottom and the pontoon, installing the protection pipe on the sea bottom, tying in the cabling and/or piping in the protection pipe.
Further advantageous embodiments are represented in the subclaims.
10 The invention will further be elucidated on the basis of exemplary embodiments which are represented in a drawing. The exemplary embodiments are given by way of non-limitative illustration of the invention.
In the drawing:
Fig. 1 shows a schematic view of a platform with protection pipe; 15 Fig. 2 shows a schematic view of a platform with a base frame and a protection pipe;
Fig. 3 shows a schematic view tie-in tube for a protection pipe;
Fig. 4 shows a schematic perspective view of protection pipe with tie- in tubes; 20 Fig. 5 shows a schematic view of a strand jack arrangement;
Fig. 6 shows a schematic view of an installation of a leg of a platform with an open corner piece;
Fig. 7 shows the embodiment of Fig. 6 with a clamping element; and
Fig. 8 shows a platform in floating position.
25 It is noted that the figures are only schematic representations of embodiments of the invention that are given by way of non-limiting example.
In the figures, the same or corresponding parts are designated with the same reference numerals.
9
Fig. 1 shows an offshore installation 1 comprising a platform 2. The platform 2 is a movable self-installing platform comprising a floatable pontoon 3 and legs 4. The pontoon 3 may comprise one or more decks.
The platform 2 is adjustable between a transport position, as shown 5 for example in Fig. 8 and an installed position, as shown in Fig. 1. In the transport position, the pontoon 3 is floating on the water and the legs are in elevated with respect to the pontoon 3. The legs 4 extend substantially above the pontoon 3. In the installed position, the legs 4 are lowered with respect to the pontoon 3. The legs 4 extend substantially below the pontoon 3. In a final 10 installed position is the pontoon 3 elevated with respect to the water level at the offshore location. The platform 2 is considered to be a self-installing platform since the platform can be installed at the offshore location without the requirement of a crane vessel for example. Also, the platform can be transported to the offshore location without the use of a barge, since the 15 pontoon is self floating. The legs can move upward and downward with respect to the pontoon along the longitudinal guides 7.
In this embodiment, the legs 4 are provided with suction anchors 5 for anchoring to the sea bottom 6. The suction anchors usually are provided as suction cans 5. Upon installing a platform 2, the leg 4 is lowered to the sea 20 bottom 6, whereby the suction cans 5 penetrate the sea bottom 6. The leg 4 is moved further down by which the pontoon 3 is lifted out of the water. Finally, the legs 4 and the pontoon 3 are connected to each other such that the platform 2 becomes a stable platform. When de-connecting the legs 4 and the pontoon 3 and removing the suction cans 5 from the sea bottom 6, the platform 2 can be 25 removed from the offshore location and can be moved further, for example to another offshore location or to a harbour. The platform 2 is thus movable.
The platform 2 usually is arranged for the connection of cabling and/or piping 8 from the sea bottom 6 to the pontoon 3. In particular when the platform 2 serves as an offshore substation for a wind mill park, extensive 30 cabling may go to and from the platform. This cabling 8, mainly electric 10 cabling, is laid on the sea bottom and may connect for example wind mills with the substation, or may connect for example the substation with an onshore location. The cabling 8 may be connected to the pontoon 3 of the platform 2 from the sea bottom 6. The pontoon 3 may comprise internal closed 5 compartments that can be utilized for the installation of equipment, such as transformers. In case of equipment which is sensitive to temperature, moisture and/or saltiness of the environment, such as electrical and/or electronic equipment, the closed compartments can be fitted with an air conditioning system. Access of large components of the equipment into and out of the 10 compartments can be created by hatches in the main deck of the pontoon.
The cabling 8 is relatively vulnerable for example for impact damage or environmental loads. Thereto, a protection pipe 9 is provided at the side of the platform 2. The protection pipe 9 is a relatively large diameter pipe, e.g. a diameter between approximately 2 m and approximately 6 m, that fully 15 encloses the cabling 8 between the sea bottom 6 and the pontoon 3. As the cables or pipelines 8 are inside the protection pipe 9, they are protected against external loads. By protecting the cabling 8 the life time of the cabling may be increased and/or installation and/or connection of the cabling may be facilitated, thus reducing costs such as installation and/or maintenance costs. 20 The protection pipe 9 is here further provided with J-tubes 10 for accommodating tying in of the cabling 8 to the protection pipe. Fig. 3 and Fig.
4 give a more detailed overview of the J-tube 10 at the lower end of the protection pipe 9. The J-tube 10 is a tie-in tube arranged at the lower end of the protection pipe 9 such that, when the protection pipe 9 is installed the J-25 tube 10 is positioned near the sea bottom 6.
In this embodiment, the protection pipe 9 is provided with a suction can 5 at its lower end for anchoring to the sea bottom 6. By providing the suction can 5, the protection pipe 9 can be installed independently of the platform 2, such that the protection pipe 9 may be installed prior to the 30 installation of the platform 2 or after the installation of the platform 2.
11
In Fig. 2, the installation 1 is provided with a base frame 11 which can be pre-installed, e.g. by a crane vessel, and connected to the sea bottom 6, e.g. by suction cans 5 or by piles driven vertically in the soil. The base frame may be used as a stable support for the platform 2 and may enable the 5 installation of the platform 2 in deeper water, e.g. above x meter water depth.
As can be seen in Fig. 2 comprises the base frame interconnected legs 12. The legs 12 are here interconnected by a truss-structure. In this embodiment is one leg 12 replaced by the protection pipe 9, also provided with a J-tube 10. The protection pipe 9 reaches from the sea bottom 6 to the pontoon 10 3, whereas the legs 12 of the has frame 11 are approximately as high as the base frame itself. The legs 12 are arranged to couple with the legs 4 of the platform 2. This coupling may be for example a stabbing connection. Of course, other connections, such as welding, bolting, etc. are also possible.
The protection pipe 9 as part of the base frame 11 is installed 15 together with the base frame 11 prior to the installation of the platform. If the platform 2 is arranged for receiving four legs at the corners, then the protection pipe serves as one leg. The platform 2 comprising the pontoon 3 and three legs 4 is then transported to the offshore location where the base frame 11 is installed. One corner of the pontoon 3 is arranged for receiving the 20 already installed protection pipe 9. For example, the corner can be provided as an open corner in which the protection pipe 9 can be accommodated. To connect the protection pipe 9 to the pontoon 3 the corner can be closed with a closing piece 13. The closing piece 13 can for example be a clamping element for removable clamping the protection pipe 9 to the pontoon.
25 Also, the pontoon 3 can be fitted with an open corner for facilitating installation of the legs to the pontoon without the requirement of a relative expensive dry dock. The legs 4 can then be installed when the pontoon 3 is floating, e.g. in a harbour as illustrated in Fig. 6 and Fig. 7. Fig. 6 shows that a leg 4 is positioned into the open corner using a crane 14. In this way, the dry 30 dock or a second barge are not required as the connections which are to be 12 made between the leg 4 and the pontoon 3 and the closing piece 13 are above the water. The leg 4 is positioned and kept in place at the mounting location e.g. by slings or temporary hooks. As a next step in the assembly procedure of assembling the leg 4 to the pontoon 3, the closing piece 13 is aligned and 5 connected to the pontoon 3, e.g. by bolts or by welding. The weight of the closing piece 13 is relatively small, which makes it relatively easy to handle.
Fig. 2 further shows a strand jack arrangement 15 for lowering and lifting the legs with respect to the pontoon. Fig. 5 shows two strand-jacks 16a, 16b acting in line in opposite directions on a single strand bundle 17. The 10 strand jack 16a is mounted such that it is capable of pulling a bundle of strands 17 upward, indicated by arrow A. The strand-jack 16b is mounted such that it is capable of pulling the same bundle of strands 17 downward, indicated by arrow B. The bundle of strands 17 is pre-tensioned by a pulling device 18 between the top and bottom of the leg 4 in order to prevent the strands to 15 become slack if a vertical load is acting on the support 19 which is rigidly connected to the pontoon 3. Slack strands are to be avoided for proper functioning of the strands and also to avoid impact loads when the slack strands are tensioned after reversal of the load. Here, an upward force at the pontoon 3 is achieved by the action of strand jack 16a, while the strand jack 20 16b is not active. A downward force of the pontoon is achieved by the action of strand jack 16b, while the strand jack 16a is not active. Therefore, only one strand jack 16a, 16b has to be controlled at the time, depending on the direction of the load acting on the pontoon 3, thereby allowing less complex control mechanisms.
25 Suction cans 5 fitted to the underside of the legs 4 can be placed centred, as shown in the previous embodiments, but can also be placed eccentrically, as shown in Fig. 8. In order to reduce the draft of the platform 2 in transport position, when the pontoon 3 is floating and the legs 4 are elevated, leg guides 20 for guiding the legs during lowering and/or lifting, can 30 be moved upward and sideward of the pontoon. In the embodiment of Fig. 1 for 13 example, is a corner of the pontoon 3 provided with a passage for the leg 4, thereby functioning as leg guide embodied in the pontoon 3. An advantage of the arrangement of Fig. 8 is that the suction can 5 can be lifted higher, such that the draft of the floating platform may be smaller. The leg guide 20 can be 5 closed with a closing piece 13 for relatively easy assembly of the leg 4 to the pontoon 3.
Many variants will be apparent to the person skilled in the art. For example, a platform may be provided with more than one protection pipe and/or one or more legs of the platform may be arranged as protection pipe. All 10 variants are understood to be comprised within the scope of the invention as defined in the following claims.

Claims (15)

1. Offshore installatie voor offshore energiebronnen exploitatie, 5 omvattende een beweegbaar zelf-installerend platform, waarbij het platform omvat een drijvend ponton met ten minste een poot welke instelbaar is tussen een transportpositie waarin de poot omhoog is gebracht ten opzichte van het ponton en een installatiepositie, waarin de poot omlaag is gebracht ten opzichte van het ponton, waarbij het platform is ingericht voor 10 verbinding van kabels en / of pijpleidingen van de zeebodem naar het ponton, verder omvattende een beschermingsbuis ingericht om de kabels en / of pijpleidingen te omsluiten tussen de zeebodem en het ponton.An offshore installation for offshore energy source exploitation, comprising a movable self-installing platform, the platform comprising a floating pontoon with at least one leg which is adjustable between a transport position in which the leg is raised relative to the pontoon and an installation position , wherein the leg is lowered relative to the pontoon, the platform being adapted to connect cables and / or pipelines from the seabed to the pontoon, further comprising a protection tube adapted to enclose the cables and / or pipelines between the seabed and the pontoon. 2. Offshore installatie volgens conclusie 1, waarbij de beschermingsbuis een intrekbuis omvat aan een ondereind voor het 15 intrekken van de kabels en / of pijpleidingen van de zeebodem binnen de beschermingsbuis.2. Offshore installation according to claim 1, wherein the protection tube comprises a intake tube at a lower end for the withdrawal of the cables and / or pipelines of the seabed within the protection tube. 3. Offshore installatie volgens conclusie 2, waarbij de intrekbuis een J-type buis is.3. Offshore installation according to claim 2, wherein the intake pipe is a J-type pipe. 4. Offshore installatie volgens een der voorgaande conclusies, waarbij 20 de beschermingsbuis een zuiganker omvat aan een ondereind voor verankering in de zeebodem.4. Offshore installation as claimed in any of the foregoing claims, wherein the protection tube comprises a suction anchor at a lower end for anchoring in the seabed. 5. Offshore installatie volgens conclusie 4, waarbij de beschermingsbuis voorgeïnstalleerd is voor installatie van het platform.The offshore installation according to claim 4, wherein the protection tube is pre-installed for installation of the platform. 6. Offshore installatie volgens conclusie 4, waarbij de 25 beschermingsbuis geïnstalleerd is na installatie van het platform.6. Offshore installation according to claim 4, wherein the protection tube is installed after installation of the platform. 7. Offshore installatie volgens een der voorgaande conclusies, waarbij de beschermingsbuis is verschaft als een poot van het platform.7. Offshore installation as claimed in any of the foregoing claims, wherein the protection tube is provided as a leg of the platform. 8. Offshore installatie volgens een der voorgaande conclusies, waarbij de poten en / of beschermingsbuis zijn voorzien van ten minste twee 30 kabelhefvijzels werkzaam in tegengestelde richtingen op dezelfde voorgespannen kabelbundel voor het heffen en neerlaten van de poten ten opzichte van het ponton.8. Offshore installation as claimed in any of the foregoing claims, wherein the legs and / or protection tube are provided with at least two cable lifting jacks operating in opposite directions on the same prestressed cable bundle for lifting and lowering the legs relative to the pontoon. 9. Offshore installatie volgens een der voorgaande conclusies, waarbij het drijvende ponton ten minste een dek omvat.9. Offshore installation as claimed in any of the foregoing claims, wherein the floating pontoon comprises at least one deck. 10. Offshore installatie volgens een der voorgaande conclusies, verder omvattende een basisframe omvattende onderling verbonden poten op hoekpunten van het basisframe, waarbij het basisframe is ingericht voor installatie op de zeebodem en waarbij de basisframe-poten zijn ingericht om de poten van het platform op te vangen.10. Offshore installation as claimed in any of the foregoing claims, further comprising a base frame comprising mutually connected legs at corner points of the base frame, wherein the base frame is adapted for installation on the seabed and wherein the base frame legs are adapted to lift the legs of the platform to catch. 11. Offshore installatie volgens conclusie 10, waarbij het basisframe voorgeïnstalleerd is op de zeebodem voorafgaand aan installatie van het platform.The offshore installation of claim 10, wherein the base frame is pre-installed on the seabed prior to installation of the platform. 12. Offshore installatie volgens conclusie 10 of 11, waarbij de beschermingsbuis onderdeel uitmaakt van het basisframe.12. Offshore installation as claimed in claim 10 or 11, wherein the protection tube forms part of the basic frame. 13. Offshore installatie volgens conclusie 12, waarbij de beschermingsbuis is verschaft als een poot van het basisframe.The offshore installation of claim 12, wherein the protection tube is provided as a leg of the base frame. 14. Werkwijze voor het verbinden van kabels en / of pijpleidingen met een offshore installatie omvattende een beweegbaar zelf-installerend platform, waarbij het platform omvat een drijvend ponton met ten minste 20 een poot welke instelbaar is tussen een transportpositie waarin de poot omhoog is gebracht ten opzichte van het ponton en een installatiepositie, waarin de poot omlaag is gebracht ten opzichte van het ponton, omvattende het installeren van de kabels en / of pijpleidingen op de zeebodem aan de platformlocatie, het verschaffen van een beschermingsbuis voor het 25 omsluiten van de kabels en / of pijpleidingen tussen de zeebodem en het ponton, het installeren van de beschermingsbuis aan de zeebodem, het intrekken van de kabels en / of pijpleidingen in de beschermingsbuis.14. Method for connecting cables and / or pipelines to an offshore installation comprising a movable self-installing platform, wherein the platform comprises a floating pontoon with at least one leg which is adjustable between a transport position in which the leg is raised with respect to the pontoon and an installation position, wherein the leg is lowered with respect to the pontoon, comprising installing the cables and / or pipelines on the seabed at the platform location, providing a protection tube for enclosing the cables and / or pipelines between the seabed and the pontoon, installing the protective pipe on the seabed, retracting the cables and / or pipelines into the protective pipe. 15. Werkwijze volgens conclusie 14, verder omvattende het installeren van de beschermingsbuis voorafgaand aan installatie van het platform, het intrekken van de kabels en / of bedrading binnen de geïnstalleerde beschermingsbuis voorafgaand aan installatie van het platform.The method of claim 14, further comprising installing the protection tube prior to installing the platform, retracting the cables and / or wiring within the installed protection tube prior to installing the platform.
NL2004358A 2010-03-08 2010-03-08 Offshore installation and method for connecting cabling and/or piping thereto. NL2004358C2 (en)

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NL2004358A NL2004358C2 (en) 2010-03-08 2010-03-08 Offshore installation and method for connecting cabling and/or piping thereto.
EP11157300.2A EP2365136B1 (en) 2010-03-08 2011-03-08 Offshore installation and method for connecting cabling and/or piping thereto

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NL2004358 2010-03-08
NL2004358A NL2004358C2 (en) 2010-03-08 2010-03-08 Offshore installation and method for connecting cabling and/or piping thereto.

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NO336982B1 (en) * 2012-12-19 2015-12-07 Sevan Marine Asa Submersible hull with levelable foundation and method of supporting the hull on a seabed
KR101399090B1 (en) 2013-03-18 2014-05-30 한국건설기술연구원 Multi suction pile and construction method
CN111480612B (en) * 2020-05-19 2024-06-14 崔春艳 Active suction landing leg and fishery cultivation equipment

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0518709A1 (en) * 1986-02-24 1992-12-16 British Gas plc Method for installing a marine structure

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4227831A (en) * 1978-04-04 1980-10-14 Raymond International Builders, Inc. Self-contained offshore platform
IT1131620B (en) * 1980-06-20 1986-06-25 Guido Santi Giunio PLATFORM FOR CULTIVATION OF HYDROCARBONS AT A MINIMUM CONSTRUCTION AND ASSEMBLY TIME
US4527928A (en) * 1983-07-15 1985-07-09 Texaco Inc. Protective riser-conductor for offshore structures
NL1005463C1 (en) 1997-03-07 1998-04-10 Mpp Res & Dev Bv Method of installation of semi=permanent off=shore platform - consists of platform on pontoons which can move up or down support legs which are partly embedded in seabed

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0518709A1 (en) * 1986-02-24 1992-12-16 British Gas plc Method for installing a marine structure

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