EP2860314B1 - Fondations gravitaires - Google Patents

Fondations gravitaires Download PDF

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Publication number
EP2860314B1
EP2860314B1 EP13188158.3A EP13188158A EP2860314B1 EP 2860314 B1 EP2860314 B1 EP 2860314B1 EP 13188158 A EP13188158 A EP 13188158A EP 2860314 B1 EP2860314 B1 EP 2860314B1
Authority
EP
European Patent Office
Prior art keywords
barge
offshore
dock
offshore device
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.)
Active
Application number
EP13188158.3A
Other languages
German (de)
English (en)
Other versions
EP2860314A1 (fr
Inventor
Andrea Rosponi
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tractebel Overdick GmbH
Original Assignee
Overdick GmbH and Co KG
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 Overdick GmbH and Co KG filed Critical Overdick GmbH and Co KG
Priority to DK13188158.3T priority Critical patent/DK2860314T3/en
Priority to PL13188158T priority patent/PL2860314T3/pl
Priority to EP13188158.3A priority patent/EP2860314B1/fr
Priority to PCT/EP2014/071695 priority patent/WO2015052295A1/fr
Publication of EP2860314A1 publication Critical patent/EP2860314A1/fr
Application granted granted Critical
Publication of EP2860314B1 publication Critical patent/EP2860314B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D15/00Handling building or like materials for hydraulic engineering or foundations
    • E02D15/08Sinking workpieces into water or soil inasmuch as not provided for elsewhere

Claims (10)

  1. Procédé pour la fondation par gravité d'une installation offshore (1) avec un corps de fondation (4),
    l'installation offshore (1) étant préparée dans un dock (3) et une barge (2) étant reliée avec des moyens d'abaissement (20, 21, 22) à l'installation offshore et
    le corps de fondation (4) étant placé sur le côté fond de la mer de la barge (2) et un arrangement composé de la barge (2) et de l'installation offshore (1) étant capable de flotter et l'arrangement de la barge et de l'installation offshore (1) étant déplacé du dock (3) à l'emplacement et
    l'installation offshore (1) à l'emplacement étant abaissée de manière stable à une zone d'un fond de mer (40) et
    l'installation offshore abaissée (1) se tenant sur le corps de fondation (4), caractérisé en ce que la barge (2) est déplacée perpendiculairement au-dessus d'une section du corps de fondation (4) de l'installation offshore (1) et est abaissée sur le corps de fondation (4).
  2. Procédé selon la revendication 1, caractérisé en ce que l'installation offshore (1) n'est abaissée de manière stable sur le fond de la mer qu'à l'aide des moyens d'abaissement (20, 21, 22).
  3. Procédé selon la revendication 1 ou 2, caractérisé en ce que l'installation offshore (1) est mise à disposition dans le dock immergé d'eau (3) et la barge (2) dans le dock (3) est rapprochée de l'installation offshore (1) et l'eau est ensuite évacuée du dock (3) et la barge (2) est reliée à l'installation offshore (1) avec au moins un dispositif d'abaissement (20, 21, 22).
  4. Procédé selon la revendication 1, 2 ou 3, caractérisé en ce que la barge (2) est reliée à l'installation offshore (1) au moyen d'au moins un système de levage à torons (20, 21, 22) avec lequel l'installation offshore (1) est abaissée à l'emplacement sur la zone (40) du fond de mer.
  5. Procédé selon l'une des revendications 1 à 4, caractérisé en ce que des blocs i de dock (8) sont placés près du corps de fondation (4) et la barge (2) est abaissée et posée sur des surfaces d'appui planes (8a) des blocs de dock (8) et simultanément sur une surface d'appui plane (4a) du corps de fondation (4).
  6. Arrangement avec une installation offshore (1) et une barge (2) pour exécuter un procédé selon l'une des revendications 1 à 5, cependant que l'installation offshore (1) comprend un corps de fondation (4) et au moins un appui (5) entre le corps de fondation (4) et un arrangement de plateforme (6) et au moins un dispositif d'abaissement (20, 21, 22) et la barge (2) et l'installation offshore (1) étant reliées l'une à l'autre au moyen du dispositif d'abaissement qui existe au moins (20, 21, 22) et le corps de fondation (4) étant placé sur le côté fond de la mer de la barge (2), caractérisé en ce que l'appui qui existe au moins (5) est placé de manière excentrée par rapport au corps de fondation (4) et un centre de gravité de l'installation offshore (1) est placé en étant espacé latéralement de l'appui qui existe au moins (5) entre le corps de fondation (4) et l'arrangement de plateforme (6).
  7. Arrangement selon la revendication 6, caractérisé en ce qu'un centre de gravité commun de la barge (2) et de l'installation offshore (1) est placé à l'intérieur de délimitations extérieures d'aplomb de la barge (2).
  8. Arrangement selon la revendication 6 ou 7, caractérisé en ce que le dispositif de levage qui existe au moins (20, 21, 22) comprend respectivement un dispositif de fixation (21) sur le corps de fondation (4) pour respectivement un toron (22) et un dispositif de levage à torons (20) placé sur la barge (2).
  9. Arrangement selon l'une des revendications 6 à 8, caractérisé en ce que l'appui qui existe au moins est configuré comme une monopile (5).
  10. Arrangement selon l'une des revendications 6 à 9, caractérisé en ce que l'installation offshore (1) seule n'est pas capable de flotter.
EP13188158.3A 2013-10-10 2013-10-10 Fondations gravitaires Active EP2860314B1 (fr)

Priority Applications (4)

Application Number Priority Date Filing Date Title
DK13188158.3T DK2860314T3 (en) 2013-10-10 2013-10-10 Gravity fundering
PL13188158T PL2860314T3 (pl) 2013-10-10 2013-10-10 Fundamentowanie grawitacyjne
EP13188158.3A EP2860314B1 (fr) 2013-10-10 2013-10-10 Fondations gravitaires
PCT/EP2014/071695 WO2015052295A1 (fr) 2013-10-10 2014-10-09 Fondation gravitaire

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP13188158.3A EP2860314B1 (fr) 2013-10-10 2013-10-10 Fondations gravitaires

Publications (2)

Publication Number Publication Date
EP2860314A1 EP2860314A1 (fr) 2015-04-15
EP2860314B1 true EP2860314B1 (fr) 2015-10-07

Family

ID=49354487

Family Applications (1)

Application Number Title Priority Date Filing Date
EP13188158.3A Active EP2860314B1 (fr) 2013-10-10 2013-10-10 Fondations gravitaires

Country Status (4)

Country Link
EP (1) EP2860314B1 (fr)
DK (1) DK2860314T3 (fr)
PL (1) PL2860314T3 (fr)
WO (1) WO2015052295A1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108216513B (zh) * 2018-02-26 2023-11-14 黄诚 海上工程化平台

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102008017785A1 (de) * 2008-04-08 2009-10-15 E.On Energy Projects Gmbh Fundament für ein Offshorebauwerk und Verfahren zum Erstellen eines Fundaments eines Offshorebauwerks

Also Published As

Publication number Publication date
PL2860314T3 (pl) 2016-05-31
DK2860314T3 (en) 2016-01-25
WO2015052295A1 (fr) 2015-04-16
EP2860314A1 (fr) 2015-04-15

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