WO2010013990A1 - Procédé permettant de construire des plateformes marines flottantes à partir de dalles de béton et dalles utilisées à cet effet - Google Patents
Procédé permettant de construire des plateformes marines flottantes à partir de dalles de béton et dalles utilisées à cet effet Download PDFInfo
- Publication number
- WO2010013990A1 WO2010013990A1 PCT/MX2008/000142 MX2008000142W WO2010013990A1 WO 2010013990 A1 WO2010013990 A1 WO 2010013990A1 MX 2008000142 W MX2008000142 W MX 2008000142W WO 2010013990 A1 WO2010013990 A1 WO 2010013990A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- dovela
- segments
- platform
- sections
- pontoons
- Prior art date
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B5/00—Hulls characterised by their construction of non-metallic material
- B63B5/14—Hulls characterised by their construction of non-metallic material made predominantly of concrete, e.g. reinforced
- B63B5/18—Hulls characterised by their construction of non-metallic material made predominantly of concrete, e.g. reinforced built-up from elements
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B75/00—Building or assembling floating offshore structures, e.g. semi-submersible platforms, SPAR platforms or wind turbine platforms
Definitions
- marine platforms specially designed for the extraction of oil and gas in the sea have been manufactured in the world, there are two kinds of such marine platforms.
- a class is characterized because they are supported by the sea floor, which is made possible, by the size of the platforms, and by the depth of the area in which they are settled.
- the other class of platforms has the particularity that they are floating, which can remain in place by means of tensioners anchored to the seabed, or, through a propulsion system controlled by a global positioning system (GPS), in order to prevent it from moving from its place of operation.
- GPS global positioning system
- existing floating marine platforms are composed of pontoons and monolithic concrete structures, that is, castings in a single stage, a short distance from the coast, in order to prevent the concrete It will be used in its casting, present a setting or premature hardening during the journey from the coast to the place where the platforms are being manufactured. Therefore, the manufacturing process of this kind of platforms must be carried out in water with a depth that allows its construction, and once finished they can be transported to the desired point in the sea.
- This invention consists of a manufacturing and assembly process different from those that currently exist, since the floating marine platform is composed of prefabricated concrete segments, which due to their dimensions can be manufactured on land without geographical limitations, and which they will form the definitive pontoons that will support the platform.
- This invention has been initially created with the intention of allocating it to the exploitation of hydrocarbons in deep waters.
- its application is not limited solely to the field of the oil industry, since it may vary depending on the economic and social needs of the world.
- Figure 1 shows the floating unit called prefabricated prestressed concrete dovela, constructed in a dry dock designed for this purpose on the mainland, this part being the novel manufacturing of this invention.
- segment has the peculiarity that it is manufactured by means of the collapsible formwork process towards the inside of the section; of external sliding for its walls and fixed formwork for its bottom.
- Other features esenci ⁇ les de la dovela is its tongue and groove system (No. 1), which allows a better coupling between segments, as well as the space or hole that is left in its internal part when manufactured, which is used to sink it, or , to regulate its buoyancy, as in subsequent lines will be explained.
- these docks When finished manufacturing the segments in the dry docks, these docks are flooded to cause the segments to float and so they can be towed to the desired place in the sea where the platform is intended to be put into operation, to begin assembly .
- boat-type pontoons are placed (No. 2), to provisionally support the platform.
- the first dovela is located, at the desired point of the sea with the help of the rail-style cranes (No. 3), water is pumped inside it with the purpose of sinking it to a necessary point to later place it on the next dovela.
- the water is removed from the first dovela in the same way by pumping, thus causing it to float and support the dovela that was placed on top of it, embedding both segments through its system of tongue and groove (No. 1).
- post-tensioning of the upper part of the first and lower part of the second is carried out, and the union is cast with impermeable material, to ensure its behavior as a single element.
- Number of definitive pontoons (No. 4) and floating segments will vary according to the calculation of the load that the platform will support.
- seismic isolators are placed on top of each of the definitive pontoons (No. 4), as shown in Ia figure 4; which are made of neoprene plates with a lead center, whose function is to reduce the negative effect of the waves on the operations of the platform as well as the earthquake conditions on the High Seas.
- Figure 7 shows the finished platform
- the fundamental features of this invention is that the segments that serve as the basis for the construction of the platform, they are made of waterproof concrete with high performance and resistance; In addition to the post-tensioning that are carried out among themselves, according to the dimensions of the platform, load capacities and buoyancy thrust required. In addition to being designed to withstand various inclement weather, tidal waves or other natural phenomena, as it will have seismic insulators.
- Another feature of this platform in that it allows it to be manufactured on the coast or beach and then transferred by trailers, to the site where the platform is intended to be mounted, regardless of the distance and depth of the waters, being another important feature of this invention , that due to the dimensions of the dovela, it has the ability to float on its own.
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
L'invention porte sur un procédé qui permet de construire des plateformes marines flottantes à partir de dalles de béton. Selon l'invention, on remorque les dalles flottantes jusqu'au lieu de l'assemblage, on pompe de l'eau à l'intérieur de la première dalle, ensuite on place la dalle suivante à la verticale sur la première dalle. On extrait l'eau de la première dalle afin qu'elle remonte et vienne s'emboîter dans la seconde dalle par le biais d'un accouplement à languettes et rainures, les deux dalles restant en flottaison. On unit les dalles au moyen d'un élément de post-tension et en coulant un matériau imperméable liant, l'opération étant renouvelée pour les dalles suivantes jusqu'à ce que la colonne soit achevée. On réintroduit alors de l'eau dans les dalles afin qu'elles atteignent la position dans laquelle se trouvera la plateforme. L'invention se rapporte également à des dalles flottantes à languettes et rainures.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
MX2008009677A MX2008009677A (es) | 2008-07-28 | 2008-07-28 | Plataforma marina flotante a base de dovelas prefabricadas de concreto. |
MXMX/A/2008/009677 | 2008-07-28 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2010013990A1 true WO2010013990A1 (fr) | 2010-02-04 |
Family
ID=41610565
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/MX2008/000142 WO2010013990A1 (fr) | 2008-07-28 | 2008-10-24 | Procédé permettant de construire des plateformes marines flottantes à partir de dalles de béton et dalles utilisées à cet effet |
Country Status (2)
Country | Link |
---|---|
MX (1) | MX2008009677A (fr) |
WO (1) | WO2010013990A1 (fr) |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3698198A (en) * | 1971-02-12 | 1972-10-17 | Warren Petroleum Corp | Deep-water drilling, production and storage system |
EP0071297A1 (fr) * | 1981-07-23 | 1983-02-09 | Ingenieursbureau H. Veth B.V. | Pilier pour constituer une plateforme de forage ou de production |
FR2674899A1 (fr) * | 1991-04-05 | 1992-10-09 | Starkier Henri | Installation pour effectuer des forages et des pompages sous-marins. |
US6190089B1 (en) * | 1998-05-01 | 2001-02-20 | Mindoc, Llc | Deep draft semi-submersible offshore structure |
US6244785B1 (en) * | 1996-11-12 | 2001-06-12 | H. B. Zachry Company | Precast, modular spar system |
WO2002092425A1 (fr) * | 2001-04-27 | 2002-11-21 | Mpu Enterprise As | Structure de plate-forme flottante polyvalente et son procede de construction |
-
2008
- 2008-07-28 MX MX2008009677A patent/MX2008009677A/es not_active Application Discontinuation
- 2008-10-24 WO PCT/MX2008/000142 patent/WO2010013990A1/fr active Application Filing
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3698198A (en) * | 1971-02-12 | 1972-10-17 | Warren Petroleum Corp | Deep-water drilling, production and storage system |
EP0071297A1 (fr) * | 1981-07-23 | 1983-02-09 | Ingenieursbureau H. Veth B.V. | Pilier pour constituer une plateforme de forage ou de production |
FR2674899A1 (fr) * | 1991-04-05 | 1992-10-09 | Starkier Henri | Installation pour effectuer des forages et des pompages sous-marins. |
US6244785B1 (en) * | 1996-11-12 | 2001-06-12 | H. B. Zachry Company | Precast, modular spar system |
US6190089B1 (en) * | 1998-05-01 | 2001-02-20 | Mindoc, Llc | Deep draft semi-submersible offshore structure |
WO2002092425A1 (fr) * | 2001-04-27 | 2002-11-21 | Mpu Enterprise As | Structure de plate-forme flottante polyvalente et son procede de construction |
Also Published As
Publication number | Publication date |
---|---|
MX2008009677A (es) | 2010-01-27 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103228909B (zh) | 用于安装海上塔的方法 | |
ES2835551T3 (es) | Cimentación de gravedad para aerogeneradores offshore | |
ES2415058B2 (es) | Mejoras en el procedimiento de instalación de torre para uso aguas adentro. | |
US7942607B2 (en) | Underwater tunnel | |
ES2785674T3 (es) | Estructura base de lecho marino y método para la instalación de la misma | |
ES2545553B1 (es) | Plataforma flotante de aprovechamiento de energía eólica | |
US9863108B2 (en) | Tire assembly and a method of building a support structure in a marine environment using tires | |
WO2014195559A1 (fr) | Plateforme de ponton et agencement doté de la plateforme de ponton | |
WO2011070192A4 (fr) | Système universel de mise à flot et de lancement et procédé de fonctionnement | |
ES2457539T3 (es) | Acoplamiento de una estructura de casco de flotación con una estructura de celosía | |
RU2310721C1 (ru) | Устройство для защиты самоподъемной плавучей буровой установки (спбу) для бурения разведочных скважин в ледовых условиях и способ его установки | |
WO2010013990A1 (fr) | Procédé permettant de construire des plateformes marines flottantes à partir de dalles de béton et dalles utilisées à cet effet | |
ES2348451T3 (es) | Módulo flotador. | |
WO2020136288A1 (fr) | Plate-forme flottante pour aérogénérateurs de grande puissance | |
KR101252708B1 (ko) | 해중 공간을 구비한 해상 부유식 구조물 직접 시공 방법 | |
JP7389893B2 (ja) | 海上構造及び建設方法 | |
FR2880865A1 (fr) | Barge a vocation immobiliere touristique | |
WO2020188127A1 (fr) | Méthode d'installation d'une structure maritime au large des côtes et structure maritime située au large des côtes | |
JP5458441B2 (ja) | 環境配慮型海上構造物およびその施工方法 | |
ES2660886B1 (es) | Fundación para aerogeneradores flotantes | |
Rehman | FLOATING ARCHITECTURE | |
JP2005096491A (ja) | 曳航自沈式アンカーブロックおよびその沈設方法 | |
ES2650735T3 (es) | Base de cimentación | |
ES2316211B1 (es) | Sistema de montaje de estructuras acuaticas sobre una cimentacion de anclaje y cimentacion destinada para dicho montaje. | |
JP2009191476A (ja) | コンクリート製浮桟橋の建造方法 |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
121 | Ep: the epo has been informed by wipo that ep was designated in this application |
Ref document number: 08876675 Country of ref document: EP Kind code of ref document: A1 |
|
NENP | Non-entry into the national phase |
Ref country code: DE |
|
32PN | Ep: public notification in the ep bulletin as address of the adressee cannot be established |
Free format text: NOTING OF LOSS OF RIGHTS PURSUANT TO RULE 112(1) EPC (EPO FORM 1205A DATED 24/05/2011) |
|
122 | Ep: pct application non-entry in european phase |
Ref document number: 08876675 Country of ref document: EP Kind code of ref document: A1 |