GB202010094D0 - Hybrid anchor - Google Patents
Hybrid anchorInfo
- Publication number
- GB202010094D0 GB202010094D0 GBGB2010094.7A GB202010094A GB202010094D0 GB 202010094 D0 GB202010094 D0 GB 202010094D0 GB 202010094 A GB202010094 A GB 202010094A GB 202010094 D0 GB202010094 D0 GB 202010094D0
- Authority
- GB
- United Kingdom
- Prior art keywords
- hybrid anchor
- anchor
- hybrid
- 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.)
- Ceased
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/20—Caisson foundations combined with pile foundations
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/52—Submerged foundations, i.e. submerged in open water
- E02D27/525—Submerged foundations, i.e. submerged in open water using elements penetrating the underwater ground
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/26—Placing by using several means simultaneously
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0053—Production methods using suction or vacuum techniques
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0061—Production methods for working underwater
- E02D2250/0076—Drilling
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0061—Production methods for working underwater
- E02D2250/0084—Production methods for working underwater using pneumatical means
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/30—Miscellaneous comprising anchoring details
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Foundations (AREA)
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GBGB2010094.7A GB202010094D0 (en) | 2020-07-01 | 2020-07-01 | Hybrid anchor |
US17/924,833 US20230212834A1 (en) | 2020-07-01 | 2021-06-01 | Hybrid anchor |
PCT/EP2021/064716 WO2022002515A1 (en) | 2020-07-01 | 2021-06-01 | Hybrid anchor |
EP21731076.2A EP4176137A1 (en) | 2020-07-01 | 2021-06-01 | Hybrid anchor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GBGB2010094.7A GB202010094D0 (en) | 2020-07-01 | 2020-07-01 | Hybrid anchor |
Publications (1)
Publication Number | Publication Date |
---|---|
GB202010094D0 true GB202010094D0 (en) | 2020-08-12 |
Family
ID=71949765
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GBGB2010094.7A Ceased GB202010094D0 (en) | 2020-07-01 | 2020-07-01 | Hybrid anchor |
Country Status (4)
Country | Link |
---|---|
US (1) | US20230212834A1 (en) |
EP (1) | EP4176137A1 (en) |
GB (1) | GB202010094D0 (en) |
WO (1) | WO2022002515A1 (en) |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6122847A (en) | 1997-11-17 | 2000-09-26 | Aker Marine Contractors, Inc. | Method of and apparatus for installation of plate anchors |
NO20085187L (en) * | 2008-12-12 | 2010-06-14 | Sclantic Subsea As | Suction foundation device |
CN106864672B (en) | 2010-05-28 | 2019-09-06 | 洛克希德马丁公司 | Subsea anchor system and method |
KR101398912B1 (en) * | 2012-10-08 | 2014-05-30 | 한국건설기술연구원 | Complex suction foundation system using dual arranged inner and outer piles, and its installation method |
KR101605318B1 (en) * | 2014-03-07 | 2016-03-23 | 한국해양과학기술원 | Suction pile for multi-layer ground intrution |
CN109339092A (en) * | 2018-10-23 | 2019-02-15 | 天津大学 | A kind of more sleeve joint reinforcement formula cylinder-shaped foundation structures of offshore wind turbine and its construction method |
CN110541418A (en) * | 2019-10-17 | 2019-12-06 | 中国石油大学(华东) | Self-locking nested deepwater drilling surface conduit and installation method thereof |
-
2020
- 2020-07-01 GB GBGB2010094.7A patent/GB202010094D0/en not_active Ceased
-
2021
- 2021-06-01 US US17/924,833 patent/US20230212834A1/en active Pending
- 2021-06-01 WO PCT/EP2021/064716 patent/WO2022002515A1/en unknown
- 2021-06-01 EP EP21731076.2A patent/EP4176137A1/en not_active Withdrawn
Also Published As
Publication number | Publication date |
---|---|
EP4176137A1 (en) | 2023-05-10 |
US20230212834A1 (en) | 2023-07-06 |
WO2022002515A1 (en) | 2022-01-06 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
AT | Applications terminated before publication under section 16(1) |