GB2268954A - Flexible membrane support for jack-up rigs - Google Patents
Flexible membrane support for jack-up rigs Download PDFInfo
- Publication number
- GB2268954A GB2268954A GB9215792A GB9215792A GB2268954A GB 2268954 A GB2268954 A GB 2268954A GB 9215792 A GB9215792 A GB 9215792A GB 9215792 A GB9215792 A GB 9215792A GB 2268954 A GB2268954 A GB 2268954A
- Authority
- GB
- United Kingdom
- Prior art keywords
- membranes
- jack
- rigs
- support system
- seabed
- 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- Withdrawn
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B17/02—Artificial 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
- E02B17/021—Artificial 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
- E02B3/124—Flexible prefabricated covering elements, e.g. mats, strips mainly consisting of metal
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B2017/0056—Platforms with supporting legs
- E02B2017/006—Platforms with supporting legs with lattice style supporting legs
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B2017/0056—Platforms with supporting legs
- E02B2017/0073—Details of sea bottom engaging footing
- E02B2017/0082—Spudcans, skirts or extended feet
Abstract
A seabed support system far jack-up rigs comprises one or more flexible membranes 3 laid on the seabed between the rig legs beneath the spud cans 2. Said membranes 3 displace into the seabed under the action of the leg loads and help to disperse said leg loads over a large area and so reduce the leg penetration depth. The membranes may comprise cables running in the direction of maximum tensile stress, interwoven with textile material. <IMAGE>
Description
SEA BED SUPPORTS FOR JACK-UP RIGS
Jack-up rigs as used in offshore drilling and construction operations frequently sit on very soft sea beds, and the support legs have to penetrate a long way into the ground to develop sufficient bearing capacity under the feet (termed 'spud cans') to support the weight of the rig.
A number of problems occur in these circumstances. Main concerns are:
- large surface craters are formed in the sea bed which may disturb
existing structure foundations, or impede installation of new
structures;
- leg extraction may be exceedingly difficult and time consuming,
thus delaying the rig from moving off station.
In addition, it sometimes happens that thin layers of hard soil are encountered during leg penetration which fail unexpectedly, so the spud cans suddenly punch through to the underlying soft soil out of control. This situation is very dangerous and may result in loss of the rig.
The present invention relates to a method of controlling the penetration of jack-up rig legs in soft soils, and of reducing the risk of punch through, by improvising a sea bed support system to spread the leg loads over a large bearing area.
Thus, according to this invention, one or more flexible membranes (reinforced as necessary) are laid on the sea bed beneath the spud cans between the legs of the rig. As the spud cans bear onto the membranes they deflect downwards into the sea bed and compress the underlying soil. The resulting upwards acting bearing pressures over the membrane surfaces are resisted by tensile stresses in the membranes - like surface tension effects in a liquid - which in turn help to support the leg forces and thus reduce the depth of penetration.
, , invention will now be described by way of example only and with reference to Figures 1 and 2 of the accompanying drawings which show general views of a jack-up rig and an embodiment of the sea bed support system.
Figure 1 shows an elevation of the jack-up rig 1 in its operating configuration.
Figure 2 shows a plan view on the spud cans 2 of the rig.
Referring to Figures 1 and 2, the support system comprises one or more flexible membranes 3 laid on the sea bed beneath the spud cans 2. Said membranes 3 displace into the sea bed under the action of the leg loads as shown in Figure 1, and become subject to tensile stresses due to the ground bearing pressures acting upwards over the membrane surfaces.
These actions of said membranes help to disperse said leg loads over a large area of the sea bed, and so reduce the leg penetration depth and the risk of accidental punch through.
Said membranes may be constructed from any sufficiently strong durable material. By way of example only, membranes may be made out of cables 4 running in the direction of maximum tensile stress with interwoven textile strops 5 to support the ground bearing pressures between the lines of cables, as shown in Figure 2.
Said membranes may be of any desired shape and may be made up out of smaller patches joined together to form a large area.
Said membranes may be deployed on the sea bed and held in place by weights or anchors before the rig comes on station, or may be deployed by the rig as part of the leg lowering operation.
If necessary, said membranes may be attached to the rig before lowering to the sea bed by any suitable joining means, for example by shackles attached to padeyes fixed to the spud cans.
Claims (7)
1. A seabed support system for jack-up rigs comprising one or more flexible membranes
laid on the seabed between the rig legs beneath the spud cans such that tensile stresses
developed in said membranes disperse said leg loads over a large area of the seabed.
2. A sea bed support system for jack-up rigs as claimed in Claim 1 wherein membranes
are made out of cables running in the direction of maximum tensile stress with
interwoven textile strops to support the ground bearing pressures between lines of
cables.
3. A sea bed support system for jack-up rigs as claimed in Claims 1 and 2 wherein
membranes are made up of small patches joined together to form a larger area.
4. A sea bed support system for jack-up rigs as claimed in Claims 1 to 3 wherein
membranes are deployed by the rig as part of the leg lowering operation.
5. A sea bed support system for jack-up rigs as claimed in Claims 1 to 3 wherein
membranes are held in place on the seabed by anchors before the rig comes on station.
6. A sea bed support system for jack-up rigs as claimed in Claims 1 to 4 wherein
membranes are attached to the rig by suitable joining means such as shackles
connected to padeyes on the spud cans.
7. A seabed support system for jack-up rigs substantially as described herein with
reference to Figures 1 - 2 of the accompanying drawing.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB9215792A GB2268954A (en) | 1992-07-24 | 1992-07-24 | Flexible membrane support for jack-up rigs |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB9215792A GB2268954A (en) | 1992-07-24 | 1992-07-24 | Flexible membrane support for jack-up rigs |
Publications (2)
Publication Number | Publication Date |
---|---|
GB9215792D0 GB9215792D0 (en) | 1992-09-09 |
GB2268954A true GB2268954A (en) | 1994-01-26 |
Family
ID=10719262
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB9215792A Withdrawn GB2268954A (en) | 1992-07-24 | 1992-07-24 | Flexible membrane support for jack-up rigs |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB2268954A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104568482A (en) * | 2014-12-09 | 2015-04-29 | 浙江海洋学院 | Pile-soil interaction testing device of self-elevating platform |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1436291A (en) * | 1973-08-23 | 1976-05-19 | Texaco Development Corp | Fixed marine platform with dispersed base |
GB2083113A (en) * | 1980-09-04 | 1982-03-17 | Rsv Gusto Eng Bv | Device for absorbing impacts during lowering or lifting respectively of the support legs of an artificial island |
GB2233017A (en) * | 1989-04-18 | 1991-01-02 | Earl & Wright Ltd | Mudmat for offshore structures has buoyant elements |
-
1992
- 1992-07-24 GB GB9215792A patent/GB2268954A/en not_active Withdrawn
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1436291A (en) * | 1973-08-23 | 1976-05-19 | Texaco Development Corp | Fixed marine platform with dispersed base |
GB2083113A (en) * | 1980-09-04 | 1982-03-17 | Rsv Gusto Eng Bv | Device for absorbing impacts during lowering or lifting respectively of the support legs of an artificial island |
GB2233017A (en) * | 1989-04-18 | 1991-01-02 | Earl & Wright Ltd | Mudmat for offshore structures has buoyant elements |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104568482A (en) * | 2014-12-09 | 2015-04-29 | 浙江海洋学院 | Pile-soil interaction testing device of self-elevating platform |
Also Published As
Publication number | Publication date |
---|---|
GB9215792D0 (en) | 1992-09-09 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
WAP | Application withdrawn, taken to be withdrawn or refused ** after publication under section 16(1) |