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GB2106849A - An embedment anchor - Google Patents

An embedment anchor Download PDF

Info

Publication number
GB2106849A
GB2106849A GB08129800A GB8129800A GB2106849A GB 2106849 A GB2106849 A GB 2106849A GB 08129800 A GB08129800 A GB 08129800A GB 8129800 A GB8129800 A GB 8129800A GB 2106849 A GB2106849 A GB 2106849A
Authority
GB
United Kingdom
Prior art keywords
anchor
stem
blades
cylindrical member
underwater driving
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.)
Granted
Application number
GB08129800A
Other versions
GB2106849B (en
Inventor
Honma Koichi
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.)
Individual
Original Assignee
Individual
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
Priority to FR8118324A priority Critical patent/FR2513588B1/en
Application filed by Individual filed Critical Individual
Priority to GB08129800A priority patent/GB2106849B/en
Publication of GB2106849A publication Critical patent/GB2106849A/en
Application granted granted Critical
Publication of GB2106849B publication Critical patent/GB2106849B/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/80Ground anchors
    • E02D5/803Ground anchors with pivotable anchoring members
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B21/00Tying-up; Shifting, towing, or pushing equipment; Anchoring
    • B63B21/24Anchors
    • B63B21/26Anchors securing to bed

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)
  • Earth Drilling (AREA)
  • Structures Of Non-Positive Displacement Pumps (AREA)

Abstract

A ship 1 carries a high pressure water pump 2 connected by high- pressure hose 3 to a hollow vertical cylindrical member 4 to the lower end of which is detachably engaged the hollow stem of an embedment anchor 5 to which are hinged anchor blades curved in cross-section so as to be foldable upwards against the stem. The blades are equispaced along, and around the circumference of the stem. Attachment eye 5a secures cable 6. When water is pumped down cylindrical member 4 it excavates a pit into which the anchor 5 sinks. The anchor is drawn upwards slightly before the pump is stopped. This opens are hinged blades. Then cylidrical member 4 is disengaged from the anchor 5. <IMAGE>

Description

SPECIFICATION An underwater driving anchor This invention relates to an underwater driving anchor, to a method of immobilising equipment using such an anchor, and to an installation for carrying out the said method.
Japanese Patent Application 54 (1979)105192, (published under the number 56 (1981)-28929) of the same inventor as this application discloses a driving anchor which is caused to sink into an underwater examination created by high-pressure pumped water.
Such a prior art anchor, however, has the disadvantage that the hingerd anchor blades, and thus the anchor, can distort and move under strong forces. It now appears that this may be due to the positioning of such blades relative to each other and the stem. The present invention sets out to improve the resistance of such an anchor to dislodgement by changing these relative positions.
In one aspect therefore the invention provides an underwater driving anchor comprising a hollow cylindrical stem with an attachment eye for a rope or cable to which stem are hinged a plurality of anchor blades of curved transverse cross-section such that the blades can readily approach the cylindrical stem when folded upwards; the blades being hinged at positions which are generally equispaced along the stem, and extending in directions which are generally eqmarginlarly spaced around the stem.
Preferably, there are three of four such blades. Moreover, they preferably possess guide plates each defining an outer hinged blade position.
In another aspect the invention provides an installation comprising such an anchor, a cylindrical member adapted to receive at its lower end the hollow cylindrical anchor stem, a pressure hose connected to an upper end of the cylindrical member, and a high-pressure water pump in operative connection with the hose.
In yet another aspect these is provided a method of utilising such an installation which comprises the steps of: (i) positioning the assembled anchor and cylindrical member above a desired region of the sea bed, (ii) pumping water at high pressure through the hose, cylindrical member and anchor stem to excavate a depression into which the assembled anchor and cylindrical member sink, (iii) raising the cylindrical member and anchor, while continuing the flow of water, to cause the anchor blades to pivot outwards, (iv) discontinuing the flow of water, and (v) disengaging the cylindrical member from the anchor.
The invention will be further described with reference to the accompanying drawings, in which Figures 1A and 1B show an installation for operating an underwater driving anchor, in two stages of its use; Figures 2C and 2D show the anchor itself in two of its configurations; Figure 3 shows a prior art driving anchor and Figure 4 shows a net installation secured by such anchors.
As shown in Fig. 1, a ship 1 carries a high pressure pump 2 connected by high pressure hose 3 to a removable vertical cylindrical member 4. An anchor 5 is located at the bottom end of cylindrical member 4 and is attached by attachment eye 5a to a rope or cable itself securable to a marker or equipment such as a net (see also Fig. 4).
The anchor 5 comprises a hollow cylindrical stem carrying the attachment eye 5a for a rope or cable, etc, and a plurality of blades 7, three being shown in the embodiment of Fig.
2.
Each blade 7 is hinged to the stem and is curved in transverse cross-section so that it can readily fold back against the stem. It possesses guide plates 8 to support the fully opened blades 7.
The blads project in directions which are generally equiangularly spaced (viewed from one end of the stem) and their of hinged attachment are generally equispaced along the stem.
Three such blades are shown in the drawings. Two, four, or more can also be used, but three or four are preferred.
To use the invention, the cylinder 4 and anchor 5 are first manouvred into place by a diver. He gives a starting signal, and water is pumped down hose 3, and through the cylinder 4 and hollow stem of the anchor 5. This displaces sand, shingle or mud and the cylinder 4 and anchor 5 progressively sink into the hole thereby excavated. Blades 7 are folded back towards the stem while this takes place.
When the diver observes that the anchor is deep enough the cylinder 4 and pipe 5 are drawn out slightly while water still passes down the tube. This causes the blades 7 to open, until they meet guide plates 8. At this stage pumping is stopped and the cylinder 4 is disengaged from the anchor 5 and pulled out by the diver. Anchor 5 is securely held by its blades 7 within the material which falls back into the hole, and rope or cable 6 secures the market or net, etc, in the desired position.
Because the blades are spaced along and around the stem the structure is stronger than that prior art structure shown in Fig. 3 where all the blades are at the bottom and originate at one level.
The anchor is simple to contruct and to use, since no elaborate installation is required such as for example needed for underwater pile driving.

Claims (7)

1. An underwater driving anchor comprising a hollow cylindrical stem with an attachment eye for a rope or cable to which stem are hinged a plurality of anchor blades of curved transverse cross-section such that the blades can readily approach the cylindrical stem when folded upwards; the blades being hinged at positions which are generally equispaced along the stem, and extending in directions which are generally equiangularly spaced around the stem.
2. An underwater driving anchor as claimed in claim 1 comprising three anchor blades.
3. An underwater driving anchor as claimed in claim 1 comprising four anchor blades.
4. An underwater driving anchor as claimed in claim 1, 2 or 3 further comprising guide plates each defining an outer anchor blade position.
5. An underwater driving anchor substantially as shown in Fig. 2C or 2D.
6. All installation comprising an underwater driving anchor as claimed in any one preceding claim, a cylindrical member adapted to receive at its lower end the hollow cylindrical anchor stem, a pressure hose connected to an upper end of the cylindrical member, and a high-pressure water pump in operative connection with the hose.
7. A method of utilising the installation as claimed in claim 6 comprising the steps of: (i) positioning the assembled anchor and cylindrical member above a desired region of the sea bed, (ii) pumping water at high pressure through the hose, cylindrical member and anchor stem to excavate a depression into which the assembled anchor and cylindrical member sink, (iii) raising the cylindrical member and anchor, while continuing the flow of water, to cause the anchor blades to pivot outwards, (iv) discontinuing the flow of water, and (v) disengaging the cylindrical member from the anchor.
GB08129800A 1981-09-29 1981-10-02 An embedment anchor Expired GB2106849B (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
FR8118324A FR2513588B1 (en) 1981-09-29 1981-09-29 DRIVED SUBMARINE ANCHOR
GB08129800A GB2106849B (en) 1981-09-29 1981-10-02 An embedment anchor

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR8118324A FR2513588B1 (en) 1981-09-29 1981-09-29 DRIVED SUBMARINE ANCHOR
GB08129800A GB2106849B (en) 1981-09-29 1981-10-02 An embedment anchor

Publications (2)

Publication Number Publication Date
GB2106849A true GB2106849A (en) 1983-04-20
GB2106849B GB2106849B (en) 1985-10-30

Family

ID=26222556

Family Applications (1)

Application Number Title Priority Date Filing Date
GB08129800A Expired GB2106849B (en) 1981-09-29 1981-10-02 An embedment anchor

Country Status (2)

Country Link
FR (1) FR2513588B1 (en)
GB (1) GB2106849B (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2574442A1 (en) * 1984-12-07 1986-06-13 Crambes Michel Method for the compacting of soils and the construction of works in the ground embedded in compacted or decompacted soil
WO1986003533A1 (en) * 1984-12-07 1986-06-19 Michel Crambes Method for compaction-trussing-injection or decompaction-draining and construction of linear works or planar works in grounds
GB2340099A (en) * 1998-07-29 2000-02-16 Philip Head Mooring systems
US7325628B2 (en) 2001-12-20 2008-02-05 Acergy Uk Limited Anchor for vehicle, vehicle and anchor in combination, and method of using the anchor
ES2335950A1 (en) * 2007-06-04 2010-04-06 Elena Julian Mayo Anchorage for marine signaling buoys and procedure for implementation and removal of the same (Machine-translation by Google Translate, not legally binding)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4872782A (en) * 1987-04-07 1989-10-10 Rodolphe Streichenberger Artificial substrates for marine biomass enhancement and wave energy absorption

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2891770A (en) * 1955-01-13 1959-06-23 Shell Oil Co Anchoring method and apparatus
US3115226A (en) * 1960-03-31 1963-12-24 Jr Jesse C Thompson Anchor apparatus
US3986366A (en) * 1975-09-22 1976-10-19 The United States Of America As Represented By The Secretary Of The Navy Hedgehog anchor

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2574442A1 (en) * 1984-12-07 1986-06-13 Crambes Michel Method for the compacting of soils and the construction of works in the ground embedded in compacted or decompacted soil
WO1986003533A1 (en) * 1984-12-07 1986-06-19 Michel Crambes Method for compaction-trussing-injection or decompaction-draining and construction of linear works or planar works in grounds
US4832535A (en) * 1984-12-07 1989-05-23 Michel Crambes Process for compaction-reinforcement-grouting or for decompaction-drainage and for construction of linear works and plane works in the soils
GB2340099A (en) * 1998-07-29 2000-02-16 Philip Head Mooring systems
GB2340099B (en) * 1998-07-29 2000-08-30 Philip Head Mooring system
US7325628B2 (en) 2001-12-20 2008-02-05 Acergy Uk Limited Anchor for vehicle, vehicle and anchor in combination, and method of using the anchor
ES2335950A1 (en) * 2007-06-04 2010-04-06 Elena Julian Mayo Anchorage for marine signaling buoys and procedure for implementation and removal of the same (Machine-translation by Google Translate, not legally binding)

Also Published As

Publication number Publication date
FR2513588B1 (en) 1987-06-19
GB2106849B (en) 1985-10-30
FR2513588A1 (en) 1983-04-01

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Legal Events

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PCNP Patent ceased through non-payment of renewal fee