EP2580396B1 - Dispositif d'ancrage - Google Patents
Dispositif d'ancrage Download PDFInfo
- Publication number
- EP2580396B1 EP2580396B1 EP11731478.1A EP11731478A EP2580396B1 EP 2580396 B1 EP2580396 B1 EP 2580396B1 EP 11731478 A EP11731478 A EP 11731478A EP 2580396 B1 EP2580396 B1 EP 2580396B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- anchor
- drive
- anchor body
- anchor apparatus
- collar
- 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
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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
- E02D5/803—Ground anchors with pivotable anchoring members
Definitions
- the present invention relates to an anchor apparatus and particularly to a ground anchor apparatus for anchoring an object such as a park bench or a tree root-ball.
- a ground anchor is used to secure an object at a particular location, to prevent theft or vandalism or to prevent the object being dislodged, by high winds for example.
- Objects such as benches, children's play equipment, litter bins, root-balled trees and outdoor seating are amongst those that might require ground anchoring.
- a commonly used ground anchor is a metal device with an attachment point for a shaft and an aperture for engaging a drive rod. The drive rod is used to drive the anchor and shaft mechanically into the ground. Once the anchor is in position, a pulling force is applied to the shaft to move the anchor into a locked orientation so that the anchor can apply a restraining force to an aboveground object secured to the shaft.
- These traditional anchors are formed from metal so that they can withstand the drive forces required to drive the device into the ground.
- a particular disadvantage of traditional metal anchors is that, during installation, they can cause damage to underground utilities, such as water pipes and fibre optic cables. Since the metal anchors are electrically conductive, they also pose a safety risk to personnel during installation.
- the present invention seeks to provide a ground anchor that is easy to install and, in particular, reduces the risk of damage to underground utilities during installation.
- An anchor apparatus according to the preamble of claim 1 is disclosed by US 20090041548 , which minimizes damage to underground strands.
- an anchor apparatus for use underground according to claim 1.
- the anchor apparatus further comprises an attachment fin.
- the apparatus further comprises a drive collar for receiving a drive rod.
- the drive collar is a hollow, truncated cylindrical element preferably having a tapered base and a truncating plane oblique to the base.
- the anchor body comprises four deflecting ribs approximately uniformly spaced with respect to the generally conical nose portion.
- the anchor body is formed from plastics.
- the anchor body is formed from biodegradable plastics.
- Figures 1 and 2 show a ground anchor apparatus including an anchor body 10 having four deflector ribs 11, a drive aperture 12, an oblique flange 15 and an attachment fin 13.
- Anchor body 10 is a generally cylindrical element with a rounded conical segment at one end and drive aperture 12 at an opposite end.
- Deflector ribs 11 are arcuate elements that project radially outwards from anchor body 10 and intersect at a point adjacent the rounded conical segment of body 10 to form a pointed nose section 14. Ribs 11 are equally spaced around the circumference of anchor body 10 ( Figure 2 ).
- Attachment fin 13, positioned on the cylindrical part of anchor body 10, has an aperture for connection to a linkage shaft, as will be described below.
- FIG 3 shows a drive collar 16 engagable with flange 15 of anchor body 10.
- Drive collar 16 is a hollow cylindrical element having a tapered end 17, an obliquely-truncated end 19 and a longitudinal cut-away portion 18. Cut-away portion 18 prevents interference between drive collar 16 and a linkage shaft attached to the apparatus in use.
- a drive rod 20 is insertable through drive collar 16, as illustrated in Figure 4 . In use of the anchor apparatus, drive rod 20 is inserted through drive collar 16 into drive aperture 12 such that obliquely-truncated end 19 of drive collar 16 engages with oblique flange 15 of anchor body 10 and tapered end 17 of drive collar 16 engages with drive rod 20.
- a linkage shaft 21 is connected to attachment fin 13 ( Figure 5 ).
- Drive rod 20 and drive collar 16 are then connected to anchor body 10, via drive aperture 12.
- a drive force is applied to drive rod 20 to mechanically drive nose portion 14 of the anchor into the ground.
- drive rod 20 and linkage shaft 21 are positioned parallel to the longitudinal axis of anchor body 10. Deflector ribs 11 guide anchor body 10 in a generally straight direction through the ground. If anchor body 10 contacts any underground obstructions, such as a sewer pipe, conical nose portion 14 and deflector ribs 11 deflect the apparatus away from the obstruction.
- linkage shaft 21 is approximately perpendicular to the longitudinal axis of anchor body 10 ( figure 6 ).
- the linkage shaft is then connected to an aboveground object to secure the object in place.
- Deflector ribs 11 provide an increased surface area and hence an increased force-loading area. Therefore, ribs 11 enable the apparatus to withstand greater pulling forces from the secured object.
- nose section 14 and oblique flange 15 are such that, during installation, drive forces are distributed evenly throughout the whole of anchor body 10. Consequently, the structural integrity of the apparatus is preserved, even at high drive forces.
- Drive collar 16 acts to further spread drive impact forces evenly throughout the apparatus. Effective force distribution means that, even when formed from plastics, the apparatus of the present invention can withstand high drive forces.
- Plastic has the advantages that it has a low surface resistance, it does not conduct electricity and it is unlikely to cause significant damage to underground utilities.
- a plastic ground anchor is also cheap to produce, particularly in the case of an injection moulded anchor.
- the apparatus of the present invention can be formed from biodegradable plastics thereby avoiding the need to remove the anchor, with possible damage to the roots of surrounding plants.
- Traditional ground anchors on the other hand, must be formed from metal in order to withstand the high drive forces required to drive traditionally-configured anchors into the ground.
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)
- Piles And Underground Anchors (AREA)
Claims (4)
- Dispositif d'ancre destiné à être utilisé dans le sous-sol, le dispositif d'ancre comprenant :un corps d'ancre (10),le corps étant déplaçable entre une position d'entraînement et une position verrouillée, le corps d'ancre (10) comprenant :une ouverture d'entraînement (12) destinée à recevoir une tige d'entraînement (20) à une première extrémité s'étendant vers une partie de nez conique (14) à l'extrémité opposée ;une bride oblique (15) à la première extrémité opposée à la partie de nez (14) ; etune ou plusieurs nervures de déflexion (11) ;le dispositif d'ancre étant caractérisé par le fait que le corps d'ancre (10) est réalisé en un matériau plastique, et que le dispositif d'ancre comprend un collier d'entraînement (16) séparé,le collier d'entraînement (16) étant un élément cylindrique creux obliquement tronconique destiné à recevoir ladite tige d'entraînement (20),dans lequel la bride oblique (15) du corps d'ancre (10) et l'extrémité obliquement tronconique (19) correspondante du collier d'entraînement (16) peuvent venir en prise de manière amovible l'une avec l'autre pendant l'utilisation.
- Dispositif d'ancre selon la revendication 1, comprenant par ailleurs une ailette de fixation (13).
- Dispositif d'ancre selon la revendication 1 ou la revendication 2, dans lequel le corps d'ancre (10) comprend quatre nervures de déflexion (11) espacées de manière uniforme par rapport à la partie de nez conique (14).
- Dispositif d'ancre selon l'une quelconque des revendications précédentes, dans lequel le corps d'ancre (10) est réalisé en matériau plastique biodégradable.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB201009563A GB2481022B (en) | 2010-06-08 | 2010-06-08 | Anchor apparatus |
PCT/GB2011/051071 WO2011154734A1 (fr) | 2010-06-08 | 2011-06-08 | Dispositif d'ancrage |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2580396A1 EP2580396A1 (fr) | 2013-04-17 |
EP2580396B1 true EP2580396B1 (fr) | 2014-08-13 |
Family
ID=42471318
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP11731478.1A Active EP2580396B1 (fr) | 2010-06-08 | 2011-06-08 | Dispositif d'ancrage |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP2580396B1 (fr) |
DK (1) | DK2580396T3 (fr) |
GB (1) | GB2481022B (fr) |
WO (1) | WO2011154734A1 (fr) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
BR112015029970A2 (pt) | 2013-06-06 | 2017-07-25 | Chiesi Farm Spa | inibidores de cinase |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2564120B1 (fr) * | 1984-05-11 | 1986-11-14 | Inst Francais Du Petrole | Dispositif d'ancrage a element articule ayant une forme coudee |
US4802317A (en) * | 1987-10-29 | 1989-02-07 | Foresight Industries, Inc. | Ground anchor |
US4993870A (en) * | 1989-09-18 | 1991-02-19 | Dow Corning Corporation | Anchoring means for benthic barrier |
US5322386A (en) * | 1993-10-12 | 1994-06-21 | Royal Concrete Products, Inc. | Ground anchor device |
GB9322642D0 (en) * | 1993-11-03 | 1993-12-22 | Platipus Anchors Ltd | Improvements in ground anchors |
US6237289B1 (en) * | 1996-01-16 | 2001-05-29 | Foresight Products, Inc. | Ground Anchor |
US5720579A (en) * | 1996-03-06 | 1998-02-24 | Royal Anchor Systems, Inc. | Ground anchor |
FR2764618B1 (fr) * | 1997-06-13 | 1999-09-03 | Tecnivalor | Procede et dispositif d'embase dans le sol s'opposant aux efforts lateraux et au glissement |
EP1477613A1 (fr) * | 2003-05-14 | 2004-11-17 | Philippe Cantet | Ancrage au sol avec moyens de protection du tirant et profil de pénétration concave |
US7789594B2 (en) * | 2007-08-10 | 2010-09-07 | Foresight Products, Llc | Ground anchor |
-
2010
- 2010-06-08 GB GB201009563A patent/GB2481022B/en active Active
-
2011
- 2011-06-08 EP EP11731478.1A patent/EP2580396B1/fr active Active
- 2011-06-08 WO PCT/GB2011/051071 patent/WO2011154734A1/fr active Application Filing
- 2011-06-08 DK DK11731478.1T patent/DK2580396T3/da active
Also Published As
Publication number | Publication date |
---|---|
EP2580396A1 (fr) | 2013-04-17 |
GB201009563D0 (en) | 2010-07-21 |
DK2580396T3 (da) | 2014-11-03 |
GB2481022A (en) | 2011-12-14 |
GB2481022B (en) | 2014-10-08 |
WO2011154734A1 (fr) | 2011-12-15 |
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