GB2267107A - Flexible mudmats for offshore structures - Google Patents
Flexible mudmats for offshore structures Download PDFInfo
- Publication number
- GB2267107A GB2267107A GB9204498A GB9204498A GB2267107A GB 2267107 A GB2267107 A GB 2267107A GB 9204498 A GB9204498 A GB 9204498A GB 9204498 A GB9204498 A GB 9204498A GB 2267107 A GB2267107 A GB 2267107A
- Authority
- GB
- United Kingdom
- Prior art keywords
- offshore
- offshore structure
- foundation
- flexible
- structure foundation
- 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- Withdrawn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
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/002—Ground foundation measures for protecting the soil or subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/004—Sealing liners
-
- 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
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mechanical Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Paleontology (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Ocean & Marine Engineering (AREA)
- Revetment (AREA)
Abstract
A flexible mudmat is made from cable nets and geotextile membrane covering which is stitched or bonded to the cables and fixed to the bottom of an offshore structure by means of pad eyes and shackles, to provide both temporary and permanent foundations for offshore structures. A soil retaining structure made from the same cable and membrane system surrounds such mudmats and is fixed to the legs of the structure by means of padeyes and shackles. These mudmat systems are lighter in weight than the conventional rigid mud mats which are constructed from steel, timber or aluminium, are fixed to the bottom of the structure and rest on or in the soil to provide support. As a result sea transport and installation costs are reduced. <IMAGE>
Description
FLEXIBLE MtJDMATS FOR OFFSHORE STRUCTURES
This invention relates to the temporary and permanent foundations of an offshore structure.
Conventional offshore structures are founded on rigid foundations (mudmats) during installation and piling operations, which are constructed from steel, timber or aluminium.
The mudmats are fixed to the bottom of the jacket structure and rest on or in the soil to provide support for the structure.
In such constructions, the costs of sea transport and installation operations, including barge and tug rentals, pile driving, crane ship charter etc., are a very significant proportion of the total cost of the platform. In particular, when installing platforms on weak soils, very soft to firm clays, silts and loose silty sands, large mudmat areas are required which are very heavy and therefore result in the sea transport and installation costs being a significant proportion of the structure fabrication and equipment purchase cost.
Profitable exploitation of marginal oil and gas fields calls for cost savings in all areas of the development and there thus exists a strong incentive to economise on the sea transport and lifting costs by reducing the weight of the structure.
The same requirement to reduce costs exists for offshore platforms constructed for defence, communications and observation purposes.
The present invention relates to the use of. flexible mudmats, made from cable nets and geotextile membrane cover, to provide both temporary and permenant foundations for offshore structures which are lighter in weight than the conventional rigid mudmats and therefore reduce sea transport and installation costs.
Thus, according to the present invention there is provided a flexible foundation for offshore structures consisting of a net made from cable net with a geotextile membrane covering which is stitched or bonded to the cables and connected to the bottom of the structure. A soil retaining structure made from the same cable and membrane system surrounds such mudmats and is fixed to the legs of the structure by means of padeyes and shackles.
Means of connecting together the cables to form the net and the membrane cover are provided.
The invention will now be described by way of example only and with reference to Figures 1 to 4 of the accompanying drawings which show, on elevation, general view of the mudmat and details of the connections.
Figure 1 shows the flexible mudmat in its final service configuration.
Figures 2(a), 2(b), 2(c) shows the components of the cubical nodal connection.
Figure 3 shows the arrangement of the cylindrical connection.
Figure 4 shows the arrangement of the soil retaining structures.
While the shape of the flexible mudmat shown is triangular, other shapes (e.g. square, circular etc.) are possible according to the structure requirements and other net configurations are also possible.
The flexible mudmat can be connected to the structure using conventional padeyes and shackles.
The flexible mudmat can be used for both permanent and temporary support on any soil for offshore structures.
Claims (8)
1. An offshore structure foundation support consisting of cables nets and membrane
cover.
2. An offshore structure foundation provided with a retaining structure consisting of an
arrangement of cable nets and membrane cover to prevent soil collapse and enhancing
lateral stability.
3. An offshore structure foundation provided with a combination of claims 1 and 2 and
with a varied configuration.
4. An offshore structure foundation consisting of claims 1 to 3, of which the foundation
unit incorporates penetrating skirts or piles to assist the maintenance of stability in
service conditions.
5. An offshore structure foundation consisting of claims 1 to 4 and connected to the
structure by other means.
6. An offshore structure foundation consisting of claims 1 to 5 in which the
superstructure is for offshore mineral extraction purposes, habitation, communication,
control or observation purposes.
7. An offshore structure foundation support and/or retaining structure as hereinbefore
described with reference to the accompanying drawings.
8. An array of offshore structure foundation and/or retaining structure according to any
of claims 1 to 7.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB9204498A GB2267107A (en) | 1992-03-02 | 1992-03-02 | Flexible mudmats for offshore structures |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB9204498A GB2267107A (en) | 1992-03-02 | 1992-03-02 | Flexible mudmats for offshore structures |
Publications (2)
Publication Number | Publication Date |
---|---|
GB9204498D0 GB9204498D0 (en) | 1992-04-15 |
GB2267107A true GB2267107A (en) | 1993-11-24 |
Family
ID=10711358
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB9204498A Withdrawn GB2267107A (en) | 1992-03-02 | 1992-03-02 | Flexible mudmats for offshore structures |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB2267107A (en) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1056909A2 (en) * | 1998-02-20 | 2000-12-06 | Stuck in the Mud Limited Partnership | Mudmats for offshore platform support |
US20100119382A1 (en) * | 2008-11-10 | 2010-05-13 | Schlumberger Technology Corporation | Subsea pumping system with interchangable pumping units |
WO2011070191A3 (en) * | 2009-12-11 | 2011-08-04 | Grupo De Ingeniería Oceánica, S.L. | System for the floating and immersion control of platforms supported on the sea bed |
US8083501B2 (en) * | 2008-11-10 | 2011-12-27 | Schlumberger Technology Corporation | Subsea pumping system including a skid with wet matable electrical and hydraulic connections |
US20130195684A1 (en) * | 2008-11-10 | 2013-08-01 | Schlumberger Technology Corporation | Subsea pumping system |
EP2767637A1 (en) | 2013-02-14 | 2014-08-20 | BEKA MareSOLUTIONs GmbH | Device made from a flat flexible material held by a support structure for scour protection and method for producing a support structure |
DE202013012108U1 (en) | 2013-02-14 | 2015-04-22 | Beka Maresolutions Gmbh | Device comprising a flat flexible material for the scouring protection held by a support structure |
US9909689B2 (en) | 2013-03-04 | 2018-03-06 | Subsea 7 Limited | Pipelaying |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4030306A (en) * | 1975-08-14 | 1977-06-21 | Ole Fjord Larsen | Apparatus for preventing erosion of the seabed in front of hydraulic structures |
EP0197000A1 (en) * | 1985-03-05 | 1986-10-08 | Fritz Landolt Aktiengesellschaft | Element for realizing steep plant-accommodating slopes |
-
1992
- 1992-03-02 GB GB9204498A patent/GB2267107A/en not_active Withdrawn
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4030306A (en) * | 1975-08-14 | 1977-06-21 | Ole Fjord Larsen | Apparatus for preventing erosion of the seabed in front of hydraulic structures |
EP0197000A1 (en) * | 1985-03-05 | 1986-10-08 | Fritz Landolt Aktiengesellschaft | Element for realizing steep plant-accommodating slopes |
Cited By (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1056909A4 (en) * | 1998-02-20 | 2002-07-24 | Stuck In The Mud Ltd Partnersh | Mudmats for offshore platform support |
EP1056909A2 (en) * | 1998-02-20 | 2000-12-06 | Stuck in the Mud Limited Partnership | Mudmats for offshore platform support |
US8899941B2 (en) * | 2008-11-10 | 2014-12-02 | Schlumberger Technology Corporation | Subsea pumping system |
US20100119382A1 (en) * | 2008-11-10 | 2010-05-13 | Schlumberger Technology Corporation | Subsea pumping system with interchangable pumping units |
US8083501B2 (en) * | 2008-11-10 | 2011-12-27 | Schlumberger Technology Corporation | Subsea pumping system including a skid with wet matable electrical and hydraulic connections |
US9091258B2 (en) * | 2008-11-10 | 2015-07-28 | Schlumberger Technology Corporation | Subsea pumping system with interchangeable pumping units |
US20130019969A1 (en) * | 2008-11-10 | 2013-01-24 | Schlumberger Technology Corporation | Subsea Pumping System With Interchangeable Pumping Units |
US20130195684A1 (en) * | 2008-11-10 | 2013-08-01 | Schlumberger Technology Corporation | Subsea pumping system |
US8500419B2 (en) * | 2008-11-10 | 2013-08-06 | Schlumberger Technology Corporation | Subsea pumping system with interchangable pumping units |
WO2011070191A3 (en) * | 2009-12-11 | 2011-08-04 | Grupo De Ingeniería Oceánica, S.L. | System for the floating and immersion control of platforms supported on the sea bed |
ES2386268A1 (en) * | 2009-12-11 | 2012-08-14 | Grupo De Ingeniería Oceánica, S.L. | Redundant system providing sealing, buoyancy and immersion control for floating equipment |
EP2767637A1 (en) | 2013-02-14 | 2014-08-20 | BEKA MareSOLUTIONs GmbH | Device made from a flat flexible material held by a support structure for scour protection and method for producing a support structure |
DE202013012108U1 (en) | 2013-02-14 | 2015-04-22 | Beka Maresolutions Gmbh | Device comprising a flat flexible material for the scouring protection held by a support structure |
US9909689B2 (en) | 2013-03-04 | 2018-03-06 | Subsea 7 Limited | Pipelaying |
US10544880B2 (en) | 2013-03-04 | 2020-01-28 | Subsea 7 Limited | Pipelaying |
Also Published As
Publication number | Publication date |
---|---|
GB9204498D0 (en) | 1992-04-15 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US4761096A (en) | Universal footing with jetting system | |
US7717642B2 (en) | Buoyancy stabilized pier | |
GB2096673A (en) | Offshore tower structures | |
JPH06115489A (en) | Floating structure | |
GB2267107A (en) | Flexible mudmats for offshore structures | |
US5383748A (en) | Offshore structure and installation method | |
US6004075A (en) | Mudmats for offshore platform support | |
US4329088A (en) | Tilt-up/jack-up off-shore drilling apparatus and method | |
US4721416A (en) | Submersible offshore drilling and production platform jacket | |
KR100254703B1 (en) | A soft settling structure and method for setting the same | |
Mangiavacchi et al. | Design Criteria Of Apile Founded Guyed Tower. | |
US3115013A (en) | Artificial island and method of constructing the same | |
JP2001248135A (en) | Jacket structure | |
GB2182375A (en) | Method of constructing an offshore structure | |
JP3463604B2 (en) | Dolphin construction method | |
US2935854A (en) | Offshore drilling platform | |
JPH0381422A (en) | Caisson method | |
JPH05132913A (en) | Method of installing protective device to big wave | |
JP2904386B2 (en) | Sinker embedding method and sinker | |
JP2608824B2 (en) | Structures such as aquaculture equipment that can be installed on the silt layer and their installation methods | |
JP2997618B2 (en) | Structure construction method | |
RU2198261C1 (en) | Method of erection of marine platform | |
CN212738453U (en) | Special ship for laying submarine cable at landing section under small tidal range | |
JPS6340024A (en) | Pile-type caisson work | |
US4277051A (en) | Tilt-up/jack-up off-shore drilling apparatus and method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
WAP | Application withdrawn, taken to be withdrawn or refused ** after publication under section 16(1) |