EP0853575A1 - Anchor system - Google Patents
Anchor systemInfo
- Publication number
- EP0853575A1 EP0853575A1 EP96935607A EP96935607A EP0853575A1 EP 0853575 A1 EP0853575 A1 EP 0853575A1 EP 96935607 A EP96935607 A EP 96935607A EP 96935607 A EP96935607 A EP 96935607A EP 0853575 A1 EP0853575 A1 EP 0853575A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- anchor
- pile
- wings
- anchor plate
- ofthe
- 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- Withdrawn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
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/80—Ground anchors
- E02D5/805—Ground anchors with deformable anchoring members
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B21/00—Tying-up; Shifting, towing, or pushing equipment; Anchoring
- B63B21/24—Anchors
- B63B21/26—Anchors securing to bed
Definitions
- the anchor consists of a central pile (1).
- the anchor consists of a central pile (1).
- the pile there are pair of "hinged" wings (3) equiangulary spaced.
- These wings are sections of tubes with inner diameter equal to the outer diameter ofthe main tube, so that when folded together, they are encapsulating the main tube.
- the wings are hinged at the top end.
- Figure Al, A2 and A 3 shows a system where the anchor plate moves on the pile between two fixed positions, bottom stopper (5) and top stopper (4), so that the wires (6) connected between the anchor plate (2), the wings (3) and the pile (1), pulls the wings(3) out into horizontal position when the anchor plate (2) has moved to its upper position on the pile.
- the system is installed by a hammer (9) (electric, hydraulic or hydrostatic operated).
- the anchor line is terminated to the anchor line termination points (8) on the anchor plate (2), which together with the pile(l) and the wings(3) will form a massive steel - sediment plug.
- the anchor plate(2) has skirt(l 1) and a suction throttle valve(12) (hatch) which are open during penetration, and are closed automatically when the pile has reached full penetration, enabling this anchor plate(2) to increase the suction created by pulling in the anchor line.
- This suction and sealing ofthe top sediments which mostly are very soft, is a key element in the current invention.
- the lineforce is acting through the anchor plate(2), which again is pulling in the central pile(l).
- the wings(3) are connected to the wires(6) which again is terminated to the tube head(13) and to the anchor plate(2) (system A) and the termination ring(7) (system B). It all ends up to become a massive steel and sediment bolt.
- the expanding anchor can be designed so that the static forces can be taken by the sediment rupture friction forces, while the dynamic loading can be taken by the suction rupture force.
- the expanding anchor When installed, the expanding anchor will tend to reorientate towards the line direction.
- the horizontal component ofthe line force will try to turn the anchor.
- the elasticity in the anchor design (wires, wings, tube) combined with local flow in the sediment, will make the anchor turn towards the anchor line direction, until equilibrium is settled.
- the horizontal capacity ofthe anchor is given by the skirt(l 1) of the anchor plate, the stiffness ofthe pile(l), wires(6) and wings(3).
- the pile(l) will start turning and mobilising an increasing horizontal capacity. This is given by contribution from the anchor plate(2), which will be forced down into the sediments, as well as resistance against turning from the wings(3).
- the wires connected to the wings are terminated in one end to the anchor plate (system A) and the termination ring(7) (system B), and in the other to the tube head(13).
- the movement ofthe pile will be a combination of horizontal and vertical displacement, until the anchore has mobilised enough of its potential holding capacity.
- the anchor is retreavable.
- Anchor design optimisation will be done based on exact geotechnical input, together with line tension and line angle. Pile length, pile diameter and wing length, together with steel cross section thickness in individual components will be chosen in order to achieve the specified holding capacity at lowest possible system weight.
- the expanding pile anchor will be a light weight anchor alternative, capable of mobilising large holding capacities.
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (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)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
Description
Claims
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NO954190 | 1995-10-19 | ||
NO954190A NO301701B1 (en) | 1995-10-19 | 1995-10-19 | Anchor |
PCT/NO1996/000245 WO1997014609A1 (en) | 1995-10-19 | 1996-10-18 | Anchor system |
Publications (1)
Publication Number | Publication Date |
---|---|
EP0853575A1 true EP0853575A1 (en) | 1998-07-22 |
Family
ID=19898673
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP96935607A Withdrawn EP0853575A1 (en) | 1995-10-19 | 1996-10-18 | Anchor system |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP0853575A1 (en) |
AU (1) | AU7345296A (en) |
BR (1) | BR9611072A (en) |
NO (1) | NO301701B1 (en) |
WO (1) | WO1997014609A1 (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2004009434A1 (en) * | 2002-07-23 | 2004-01-29 | Philip Head | Seabed installation apparatus |
GR1006289B (en) | 2008-02-14 | 2009-02-25 | Ιωαννης Λυμπερης | Tractor for construction works |
EP3230158B1 (en) * | 2014-12-12 | 2019-02-13 | Raptor Anchoring Limited | Self-boring anchoring device and method of installing such an anchoring device |
CN105421452A (en) * | 2015-12-17 | 2016-03-23 | 江苏建筑职业技术学院 | Braced ground anchor and using method thereof |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3154042A (en) * | 1962-06-06 | 1964-10-27 | Aerojet General Co | Embedment anchor |
US3370566A (en) * | 1965-06-17 | 1968-02-27 | Westinghouse Electric Corp | Embedment device |
CA1145204A (en) * | 1978-02-28 | 1983-04-26 | Roger C. Harvey | Embeddable anchor and to a method of embedding such anchors |
US4347802A (en) * | 1980-05-19 | 1982-09-07 | Hossfeld William R | Self-burying anchor system |
-
1995
- 1995-10-19 NO NO954190A patent/NO301701B1/en unknown
-
1996
- 1996-10-18 WO PCT/NO1996/000245 patent/WO1997014609A1/en not_active Application Discontinuation
- 1996-10-18 AU AU73452/96A patent/AU7345296A/en not_active Abandoned
- 1996-10-18 BR BR9611072-4A patent/BR9611072A/en not_active Application Discontinuation
- 1996-10-18 EP EP96935607A patent/EP0853575A1/en not_active Withdrawn
Non-Patent Citations (1)
Title |
---|
See references of WO9714609A1 * |
Also Published As
Publication number | Publication date |
---|---|
AU7345296A (en) | 1997-05-07 |
NO954190D0 (en) | 1995-10-19 |
WO1997014609A1 (en) | 1997-04-24 |
NO954190L (en) | 1997-04-21 |
BR9611072A (en) | 1999-12-28 |
NO301701B1 (en) | 1997-12-01 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
17P | Request for examination filed |
Effective date: 19980518 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AT BE CH DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE |
|
GRAG | Despatch of communication of intention to grant |
Free format text: ORIGINAL CODE: EPIDOS AGRA |
|
17Q | First examination report despatched |
Effective date: 19981007 |
|
GRAG | Despatch of communication of intention to grant |
Free format text: ORIGINAL CODE: EPIDOS AGRA |
|
GRAG | Despatch of communication of intention to grant |
Free format text: ORIGINAL CODE: EPIDOS AGRA |
|
GRAH | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOS IGRA |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
|
18D | Application deemed to be withdrawn |
Effective date: 19990727 |