EP1360379B1 - Ground anchor - Google Patents
Ground anchor Download PDFInfo
- Publication number
- EP1360379B1 EP1360379B1 EP01909558A EP01909558A EP1360379B1 EP 1360379 B1 EP1360379 B1 EP 1360379B1 EP 01909558 A EP01909558 A EP 01909558A EP 01909558 A EP01909558 A EP 01909558A EP 1360379 B1 EP1360379 B1 EP 1360379B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- shaft
- blades
- screw
- ground anchor
- ground
- 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.)
- Expired - Lifetime
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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
- E02D5/801—Ground anchors driven by screwing
Definitions
- the invention relates to an earth anchor for screwing into the ground, with a shaft that has a support part that can be placed on the ground in the region of its upper end and a handling device, with a plurality of helical winding blades made of flat material that wind around the shaft and that run along the shaft are arranged offset from one another and each consist of a screw turn with upper and lower blade ends, the winding length of the individual blades being dimensioned at a little more than 360 °, so that the blade ends overlap in the circumferential direction to form a cutting gap which is delimited at the top and bottom, with an outer diameter of the blades that decreases from the support part to the lower shaft end from blade to blade.
- the Helix turn angle in the area of the core of the shaft tip is greater than the pitch angle of the spaced blades.
- the Screw thread turn in the area of the shaft tip extends from the core to the outside has a wedge-shaped tapering cross-sectional profile.
- This is wedge-shaped tapering cross-sectional profile turns the shaft tip into a kind of drill that fits into digs the ground.
- the height of the Screw thread turn, apart from the outlet area at the free end of the Shaft tip, is essentially constant.
- the shaft tip is precisely centered on the shaft. Precise centering is important for easy and clean entry into the floor.
- the Ball cup in the swash head by means of a clamping screw in a set Tumble position can be locked. Careless or unwanted adjustment of the intended position of the swash head can be avoided.
- the Clamping screw is a grub screw.
- the bottom of the spaced blades at the lower end edge one opposite the remaining blades spaced apart has reinforced cranking. This Increased cranking of the lower end edge promotes easier screwing in.
- the dimensioning of the ground anchor depends on the particular application customized. It is suitable for the smallest dimension, for example the Tent anchorage, up to large dimensions when used to secure foundations in building construction.
- the drawing shows an earth anchor with a shaft, at the top of which one Support part and a handling device are provided. Along the shaft individual screw winding blades are arranged at a distance.
- the one in the ground penetrating shaft tip located below is designed as a wood screw shaft. It runs conically towards the free end and is on the outer wall with one continuous screw thread formed as a thread rib provided, the pitch angle is greater than that of the spaced individual screw turn blades.
- the ground anchor 1 shown in the drawing consists of a shaft 3, the its upper end is provided with a support part 8.
- the support part 8 is made from a plate 8a and a collar 8b, which is completely self-contained Edge of the plate 8a extends downwards.
- the diameter of the support part 8 is for example, 4 cm larger than that of screw winding blades 5,6,7 that are on distribute mutual distance along the shaft 3 and described in more detail become. The difference in diameter can also be greater than 4 cm.
- a fastening device 9 is attached, preferably welded. The shaft 3 reaches through the plate 8a into the fastening device 9.
- the blades 5.6.7 on the shaft 3 consist of flat sheet material. You squirm individually around the shaft 3 and have a winding length that is slightly larger than that Length of a full turn of 360 °. In this way it results in everyone Blade 5,6,7 each between the upper blade end 11 and the lower Blade end 12 in the overlap area a cutting gap 11a. The overlap can 25 to 55 degrees. 35 to 45 degrees of angle are preferred used.
- the blades 5,6,7 run in planes radially to the shaft 3. While the Blades 5,6,7 at their upper end edges 11b, preferably in the blade plane 11c run out, the lower end edges 12b are bent down. The cranking on the lower end edge 12b of the lowermost blade 7 is more pronounced than that the other blades 5,6.
- the crimps of the end edges 12b have a positive one Influence on the insertion effect of the ground anchor.
- the slopes of the blades 5,6,7 are adapted to each other.
- the outer diameter of the blades 5,6,7 decreases from support part 8 to shaft tip 10 downwards evenly.
- the top blade 5 has a distance from the support part 8, which can be less than the mutual Blade spacing 5,6,7.
- the handling device 9 has a swash head 13 which is fixed, for example, by welding it onto the plate 8.
- This wobble head 13 has a four or six-sided design for attaching a turning tool, not shown. With the help of such a tool, the ground anchor can be screwed into the ground.
- the swash head 13 has a spherical shell-shaped depression 13a. In this recess 13a, a spherical shell 14a is inserted, to which, for example, a tube 14 can be welded.
- the spherical shell 14a with the tube 14 can be set to a desired swivel position within limits.
- the spherical shell 14a is provided with an opening 14b on the bottom.
- a clamping shell 15 is inserted into the spherical shell 14a.
- an adjusting screw 17 screwed through the clamping shell 15 and the spherical shell 14a into a threaded bore 13b of the wobble head 13, the spherical shell 14a is firmly connected to the clamping shell 15 in the desired position.
- the opening 14b in the spherical shell 14a must be large enough for this.
- a fence tube 18 can be attached to the tube 14. Fixing screws 19 can connect the tubes 14 and 18.
- a grub screw 20 which, after the spherical shell 14a has been aligned, is screwed in with the tube 14 and thereby presses against the spherical shell 14a; it digs into it and thus fixes it in the intended swivel position.
- the Shaft tip 22 is designed in the manner of the shaft of a wood screw.
- the core 23 the shaft tip 22 is preferably welded to the end 21 of the shaft 3. Of course, other suitable fastenings are also conceivable and possible.
- the core 23 tapers from the attachment point 24 to its free end 25 an anchor tip 26 to. A continuous winding around the core 23 Schaubengangwindung 27.
- the pitch angle of the screw turn 27 in the region of the core 23 of the Shaft tip 22 is greater than the pitch angle of the spaced Blades 5,6,7.
- the shaft tip 22 thus ensures an improved retraction effect.
- the helical thread turn 27 has in the region of the shaft tip 22 a cross-sectional profile which tapers outwards in a wedge shape from the core 23. Apart from the outlet area 28 at the free end 25 of the shaft tip 22, the height of the screw thread turn 27 is preferably substantially constant.
- the ground anchor is made of steel and preferably hot-dip galvanized. Other materials, such as stainless steel, are also included large ground anchors for pipe supports or foundations of buildings or Suitable for other types of buildings. For light fixings, like tent cords, too Plastic can be used.
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- 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)
Abstract
Description
Die Erfindung bezieht sich auf einen Erdanker zum Einschrauben in den Boden,
mit einem Schaft, der im Bereich seines oberen Endes einen auf den Boden
aufsetzbaren Auflageteil und eine Handhabungsvorrichtung aufweist,
mit mehreren sich um den Schaft windenden Schraubenwindungsklingen aus
flächigem Material, die längs des Schaftes mit gegenseitigem Abstand versetzt
angeordnet sind und jeweils aus einer Schraubenwindung mit oberen und unteren
Klingenenden bestehen,
wobei die Windungslänge der einzelnen Klingen auf etwas mehr als 360° bemessen
ist, sodass sich die Klingenenden unter Ausbildung eines oben und unten flächig
begrenzten Schneidspaltes in Umfangsrichtung überlappen,
mit einem sich vom Auflageteil zum unteren Schaftende hin von Klinge zu Klinge
verringernden Außendurchmesser der Klingen.The invention relates to an earth anchor for screwing into the ground, with a shaft that has a support part that can be placed on the ground in the region of its upper end and a handling device, with a plurality of helical winding blades made of flat material that wind around the shaft and that run along the shaft are arranged offset from one another and each consist of a screw turn with upper and lower blade ends,
the winding length of the individual blades being dimensioned at a little more than 360 °, so that the blade ends overlap in the circumferential direction to form a cutting gap which is delimited at the top and bottom,
with an outer diameter of the blades that decreases from the support part to the lower shaft end from blade to blade.
Ein derartiger Erdanker ist aus der DE 44 24 339 C2 bekannt. Dieser Erdanker hat sich in der Praxis bewährt. Er hat eine gute Standfestigkeit auch in sandigen Böden.Such an earth anchor is known from DE 44 24 339 C2. This ground anchor has proven itself in practice. It has good stability even in sandy soils.
Es ist Aufgabe der Erfindung, die Standfestigkeit dieses Erdankers weiter zu erhöhen und ihn so zu verändern, dass er sich leichter in den Boden eindrehen lässt.It is an object of the invention to further increase the stability of this ground anchor and to change it so that it is easier to screw it into the ground.
Ausgehend vom Oberbegriff des Anspruchs 1, der sich auf die oben zitierte Fundstelle stützt, ist die gestellte Aufgabe erfindungsgemäß durch die weiteren Merkmale dieses Anspruchs gelöst Art eines Holzschraubenschaftes ausgebildet ist mit einem sich zum freien unteren Schaftende kegelig zuspitzenden Kern und einer sich um den Kern windenden.Starting from the preamble of claim 1, which is based on the above-mentioned reference, the object is achieved according to the invention by the further features of this claim Kind of a wood screw shank is formed with a free lower one Shanking tapered core and one winding around the core.
Ein Erdanker mit dieser Schaftspitze hat nach seinem Eindrehen in den Boden eine erhöhte Standfestigkeit. Von wesentlicher Bedeutung ist aber, dass er sich leichter in den Boden eindrehen lässt. Dies beruht darauf, dass die holzschraubenförmige Schaftspitze den Schaft mit den auf Abstand angeordneten Klingen nach unten zieht und damit die auf Abstand angeordneten Klingen beim Eindrehen oder Einschrauben nach unten auf Zug belastet sind. Sie schneiden sich damit nach unten gezogen in den Boden ein. An earth anchor with this shaft tip has one after screwing it into the ground increased stability. It is essential, however, that he is easier in lets the floor screw in. This is because the wood screw shaped Shaft tip pulls the shaft down with the spaced blades and thus the spaced blades when screwing in or screwing in are loaded down on train. They cut themselves down into the Bottom one.
Nach einer weiteren Ausgestaltung der Erfindung ist vorgesehen, dass der Steigungswinkel der Schraubengangwindung im Bereich des Kernes der Schaftspitze größer ist als der Steigungswinkel der auf Abstand angeordneten Klingen. Mit diesem erhöhten Steigungswinkel belastet die Schaftspitze den Erdanker beim Einschrauben verstärkt nach unten.According to a further embodiment of the invention it is provided that the Helix turn angle in the area of the core of the shaft tip is greater than the pitch angle of the spaced blades. With this Increased pitch angle loads the shaft tip on the ground anchor when screwing in intensified down.
Nach einer weiteren Ausgestaltung der Erfindung ist vorgesehen, dass die Schraubengangwindung im Bereich der Schaftspitze ein sich vom Kern nach außen hin keilförmig zuspitzendes Querschnittsprofil aufweist. Dieses sich keilförmig zuspitzende Querschnittsprofil macht die Schaftspitze zu einer Art Bohrer, der sich in den Boden eingräbt.According to a further embodiment of the invention it is provided that the Screw thread turn in the area of the shaft tip extends from the core to the outside has a wedge-shaped tapering cross-sectional profile. This is wedge-shaped tapering cross-sectional profile turns the shaft tip into a kind of drill that fits into digs the ground.
Nach einer weiteren Ausgestaltung der Erfindung ist vorgesehen, dass die Höhe der Schraubengangwindung, abgesehen von dem Auslaufbereich am freien Ende der Schaftspitze, im wesentlichen gleichbleibend ist.According to a further embodiment of the invention it is provided that the height of the Screw thread turn, apart from the outlet area at the free end of the Shaft tip, is essentially constant.
Nach einer weiteren Ausgestaltung der Erfindung ist vorgesehen, dass die Schaftspitze am Schaft genau zentriert angeordnet ist. Eine genaue Zentrierung ist wichtig für einen leichten und sauberen Einlauf in den Boden.According to a further embodiment of the invention, it is provided that the shaft tip is precisely centered on the shaft. Precise centering is important for easy and clean entry into the floor.
Nach einer weiteren Ausgestaltung der Erfindung ist vorgesehen, dass die Kugelschale im Taumelkopf mittels einer Klemmschraube in einer eingestellten Taumelstellung arretierbar ist. Unbedachtes oder unerwünschtes Verstellen der vorgesehenen Stellung des Taumelkopfes lässt sich so vermeiden.According to a further embodiment of the invention it is provided that the Ball cup in the swash head by means of a clamping screw in a set Tumble position can be locked. Careless or unwanted adjustment of the intended position of the swash head can be avoided.
Nach einer weiteren Ausgestaltung der Erfindung ist vorgesehen, dass die Klemmschraube eine Madenschraube ist.According to a further embodiment of the invention it is provided that the Clamping screw is a grub screw.
Nach einer weiteren Ausgestaltung der Erfindung ist vorgesehen, dass die unterste der auf Abstand angeordneten Klingen an der unteren Endkante eine gegenüber den übrigen auf Abstand angeordneten Klingen verstärkte Kröpfung aufweist. Diese verstärkte Kröpfung der unteren Endkante fördert das erleichterte Einschrauben.According to a further embodiment of the invention it is provided that the bottom of the spaced blades at the lower end edge one opposite the remaining blades spaced apart has reinforced cranking. This Increased cranking of the lower end edge promotes easier screwing in.
Der Erdanker lockert beim Einschrauben in den Boden diesen auf. Es wurde vermutet, dass der Erdanker deshalb einen weniger festen Sitz hat. Dies ist aber ein Irrtum. The ground anchor loosens when screwing it into the ground. It was suspected that the ground anchor is therefore less secure. But this is a mistake.
Gerade durch das Auflockern werden die Sitzfestigkeiten und damit die Belastbarkeit erhöht.By loosening up the seat strength and thus the resilience elevated.
Der Erdanker wird in seiner Dimensionierung an die jeweiligen Einsatzverhältnisse angepasst. Er eignet sich von der kleinsten Dimension, beispielsweise bei der Zeltverankerung, bis zu großen Dimensionen beim Einsatz zur Fundamentsicherung im Gebäudebau.The dimensioning of the ground anchor depends on the particular application customized. It is suitable for the smallest dimension, for example the Tent anchorage, up to large dimensions when used to secure foundations in building construction.
Die Erfindung wird anhand der Zeichnung näher erläutert.The invention is explained in more detail with reference to the drawing.
Die Zeichnung zeigt einen Erdanker mit einem Schaft, an dessen oberem Ende ein Auflageteil und eine Handhabungsvorrichtung vorgesehen sind. Längs des Schaftes sind auf Abstand einzelne Schraubenwindungsklingen angeordnet. Die in den Boden eindringende, unten befindliche Schaftspitze ist als Holzschraubenschaft ausgebildet. Sie läuft kegelförmig zum freien Ende hin zu und ist an der Außenwand mit einer durchgehend umlaufenden, als Gewinderippe ausgebildeten Schraubenwindung versehen, deren Steigungswinkel größer ist als der der auf Abstand angeordneten einzelnen Schaubenwindungsklingen.The drawing shows an earth anchor with a shaft, at the top of which one Support part and a handling device are provided. Along the shaft individual screw winding blades are arranged at a distance. The one in the ground penetrating shaft tip located below is designed as a wood screw shaft. It runs conically towards the free end and is on the outer wall with one continuous screw thread formed as a thread rib provided, the pitch angle is greater than that of the spaced individual screw turn blades.
Der in der Zeichnung dargestellte Erdanker 1 besteht aus einem Schaft 3, der an
seinem oberen Ende mit einem Auflageteil 8 versehen ist. Das Auflageteil 8 besteht
aus einem Teller 8a und einem Kragen 8b, der sich völlig in sich geschlossen vom
Rand des Tellers 8a nach unten erstreckt. Der Durchmesser des Auflageteiles 8 ist
beispielsweise 4 cm größer als der von Schraubenwindungsklingen 5,6,7, die sich auf
gegenseitigem Abstand längs des Schaftes 3 verteilen und noch näher beschrieben
werden. Die Durchmesserdifferenz kann auch größer als 4 cm sein. An dem Teller 8a
ist eine Befestigungsvorrichtung 9 angebracht, vorzugsweise angeschweißt. Der Schaft
3 greift durch den Teller 8a bis in die Befestigungsvorrichtung 9 hinein.The ground anchor 1 shown in the drawing consists of a
Die Klingen 5.6.7 am Schaft 3 bestehen aus flachem Blechmaterial. Sie winden sich
einzeln um den Schaft 3 und haben eine Windungslänge, die etwas größer ist als die
Länge eines vollen Windungsganges von 360°. Auf diese Weise ergibt sich bei jeder
Klinge 5,6,7 jeweils zwischen dem oberen Klingenende 11 und dem unteren
Klingenende 12 im Überlappungsbereich ein Schneidspalt 11a. Die Überlappung kann
25 bis 55 Winkelgrade betragen. Vorzugsweise werden 35 bis 45 Winkelgrade
eingesetzt. Die Klingen 5,6,7 verlaufen in Ebenen radial zum Schaft 3. Während die
Klingen 5,6,7 an ihren oberen Endkanten 11b vorzugsweise in der Klingenebene 11c
auslaufen, sind die unteren Endkanten 12b nach unten abgekröpft. Die Abkröpfung an
der unteren Endkante 12b der untersten Klinge 7 ist dabei deutlicher ausgeprägt als die
der anderen Klingen 5,6. Die Abkröpfungen der Endkanten 12b haben einen positiven
Einfluss auf die Einschaubwirkung des Erdankers. Die Steigungen der Klingen 5,6,7
sind aneinander angepasst. Der Außendurchmesser der Klingen 5,6,7 verringert sich
vom Auflageteil 8 zur Schaftspitze 10 nach unten gleichmäßig. Die oberste Klinge 5
hat einen Abstand vom Auflageteil 8, der geringer sein kann als der gegenseitige
Abstand der Klingen 5,6,7.The blades 5.6.7 on the
Die Handhabungsvorrichtung 9 weist einen Taumelkopf 13 auf, der beispielsweise
durch Anschweißen an dem Teller 8 festgelegt ist. Dieser Taumelkopf 13 hat außen
eine vier- oder sechskantige Gestaltung zum Ansetzen eines nicht dargestellten
Drehwerkzeuges. Mit Hilfe eines solchen Werkzeuges lässt sich der Erdanker in den
Boden einschrauben. Der Taumelkopf 13 hat eine kugelschalenförmige Mulde 13a. In
diese Mulde 13a ist eine Kugelschale 14a eingelegt, an die beispielsweise ein Rohr 14
angeschweißt sein kann. Die Kugelschale 14a mit dem Rohr 14 lässt sich in Grenzen
in eine gewünschte Schwenklage einstellen. Die Kugelschale 14a ist, um schwenkbar
zu sein, am Boden mit einem Durchbruch 14b versehen. In die Kugelschale 14a wird
eine KLemmschale 15 eingelegt. Mittels einer durch die Klemmschale 15 und die
Kugelschale 14a in eine Gewindebohrung 13b des Taumelkopfes 13 geschraubten
Stellschraube 17 wird die Kugelschale 14a in der erwünschten Lage fest mit der
Klemmschale 15 verbunden. Dafür muss der Durchbruch 14b in der Kugelschale 14a
groß genug sein. An das Rohr 14 kann beispielsweise ein Zaunrohr 18 angesetzt
werden. Befestigungsschrauben 19 können die Rohre 14 und 18 verbinden.
In dem Taumelkopf 13 ist eine Madenschraube 20 vorgesehen, die nach dem
Ausrichten der Kugelschale 14a mit dem Rohr 14 eingedreht wird und dabei gegen die
Kugelschale 14a drückt; sie gräbt sich in diese ein und legt sie damit in der
vorgesehen Schwenklage fest.The
Provided in the
An dem unteren Ende 21 des Schaftes 3 ist eine besondere Schaftspitze 22
vorgesehen, die das Einschrauben des Erdankers in den Boden erleichtert. Die
Schaftspitze 22 ist nach Art des Schaftes einer Holzschraube ausgebildet. Der Kern 23
der Schaftspitze 22 ist an das Ende 21 des Schaftes 3 vorzugsweise angeschweißt.
Selbstverständlich sind auch andere geeignete Befestigungen denkbar und möglich.
Der Kern 23 läuft von der Befestigungsstelle 24 zu seinem freien Ende 25 kegelig zu
einer Ankerspitze 26 zu. Um den Kern 23 windet sich eine durchgehende
Schaubengangwindung 27.At the
Der Steigungswinkel der Schraubengangwindung 27 im Bereich des Kernes 23 der
Schaftspitze 22 ist größer als der Steigungswinkel der auf Abstand angeordneten
Klingen 5,6,7. Die Schaftspitze 22 sorgt damit für eine verbesserte Einziehwirkung.The pitch angle of the
Die Schraubengangwindung 27 weist dabei im Bereich der Schaftspitze 22 ein sich
vom Kern 23 nach außen hin keilförmig zuspitzendes Querschnittsprofil auf.
Die Höhe der Schraubengangwindung 27 ist, abgesehen von dem Auslaufbereich 28
am freien Ende 25 der Schaftspitze 22, vorzugsweise im wesentlichen gleichbleibend.The
Apart from the
Es ist wichtig, dass die Schaftspitze 22 am Schaft 3 genau zentriert angeordnet ist.
Eine genau zentrische Ausrichtung vermeidet Irritationen beim Einschrauben und ist
für das geradlinige Einschrauben von großer Bedeutung.It is important that the
Es ist günstig, wenn die Umfangsränder der Klingen deutlich kreisrund sind. Die zum Eindrehen benötigte Kraft ist damit klein. Der Erdanker ist aus Stahl gefertigt und vorzugsweise feuerverzinkt. Auch andere Materialien, wie rostfreier Stahl, sind bei großen Erdankern für Rohrhalterungen oder Fundamente von Gebäuden oder Bauwerken anderer Art geeignet. Für leichte Befestigungen, wie Zeltschnüre, ist auch Kunststoff einsetzbar.It is advantageous if the peripheral edges of the blades are clearly circular. The for The force required to screw in is small. The ground anchor is made of steel and preferably hot-dip galvanized. Other materials, such as stainless steel, are also included large ground anchors for pipe supports or foundations of buildings or Suitable for other types of buildings. For light fixings, like tent cords, too Plastic can be used.
Claims (7)
- A ground anchor for screwing into the ground, which is divided into a bearing part (8), a shaft (3) and a shaft end (21),characterised in thatwhereby the ground anchor has in the region of its upper end (8a) the bearing part (8) that can be placed on the ground, and a manipulation device (9),comprising a plurality of screw-thread blades (5, 6, 7) consisting of a flat material, which spiral around the shaft (3), which are arranged along the shaft (3) at a distance from one another in an offset manner, and which respectively consist of a screw thread with upper and lower blade ends (11, 12), wherein the thread length of the individual blades (5, 6, 7) slightly exceeds 360° so that the blade ends (11, 12) overlap in the circumferential direction, forming a cutting gap (11a) that is delimited by a plane on its upper and lower borders, with the outer diameter of the blades (5, 6, 7) decreasing from blade to blade from the bearing part (8) down towards the lower shaft end (21), anda shaft end (21) with shaft tip (22),the shaft tip (22) is fitted with a conically tapering core (23) at the free lower shaft end (25) andthe shaft tip (22) is constructed in the fashion of a wood screw shaft with a continuous screw thread (27) spiralling around the conically tapering core (23) ,whereby the screw thread (27) has a wedge-shaped cross-sectional profile from the core (23) outwards.
- The ground anchor as claimed in Claim 1, characterised in that the helix angle of the screw thread (27) in the region of the core (23) of the shaft tip (22) is larger than the helix angle of the blades (5, 6, 7) arranged at an angle.
- The ground anchor as claimed in any one of Claims 1 and/or 2, characterised in that the height of the screw thread (27) remains substantially the same except for the run-out area at the free end (25) of the shaft tip (22).
- The ground anchor as claimed in any one or more of the preceding claims, characterised in that the shaft tip (22) is arranged precisely centred on the shaft (3).
- The ground anchor as claimed in any one or more of the preceding claims, characterised in that a ball socket (14a) in the movable head (13) of the manipulation device (9) can be stopped in a set head position by means of a clamping screw (20).
- The ground anchor as claimed in any one or more of the preceding claims, characterised in that the clamping screw (20) is a headless screw.
- The ground anchor as claimed in any one or more of the preceding claims, characterised in that the lowest (7) of the blades (5, 6, 7) arranged at a distance has a greater bend at the lower edge (12b) compared with the other blades (5, 6, 7) arranged at a distance.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PCT/DE2001/000424 WO2002061210A1 (en) | 2001-02-02 | 2001-02-02 | Ground anchor |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP1360379A1 EP1360379A1 (en) | 2003-11-12 |
| EP1360379B1 true EP1360379B1 (en) | 2004-10-13 |
Family
ID=5648213
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP01909558A Expired - Lifetime EP1360379B1 (en) | 2001-02-02 | 2001-02-02 | Ground anchor |
Country Status (10)
| Country | Link |
|---|---|
| US (1) | US20040103599A1 (en) |
| EP (1) | EP1360379B1 (en) |
| JP (1) | JP2004520505A (en) |
| CN (1) | CN1217067C (en) |
| AT (1) | ATE279590T1 (en) |
| BR (1) | BR0116868A (en) |
| CA (1) | CA2437299A1 (en) |
| DE (2) | DE50104153D1 (en) |
| ES (1) | ES2231450T3 (en) |
| WO (1) | WO2002061210A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102013104773A1 (en) | 2013-05-08 | 2014-11-13 | Jörg Pagels | ground anchor |
Families Citing this family (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB0405675D0 (en) * | 2004-03-13 | 2004-04-21 | Access To Design Ltd | Anchors |
| GB0506909D0 (en) * | 2005-04-05 | 2005-05-11 | Fergus Johnathan A | An anchoring device |
| AU2007295941A1 (en) * | 2006-09-12 | 2008-03-20 | Mawsafe Products Pty Ltd | Barrier |
| GB0711903D0 (en) * | 2007-06-20 | 2007-07-25 | Anchor Systems Europ Ltd | Post anchor |
| JP5567938B2 (en) * | 2010-08-24 | 2014-08-06 | 康納 沈 | Pile foundation for house unit |
| CN104057424A (en) * | 2013-03-22 | 2014-09-24 | 高林 | Ground auger sleeve |
| CN103541656B (en) * | 2013-09-22 | 2016-03-30 | 广州供电局有限公司 | Hydraulic pressure is beaten windlass hard place and is bored |
| US9133595B2 (en) * | 2013-12-03 | 2015-09-15 | Hubbell Incorporated | Bent blade screw ground anchor |
| BE1022054B1 (en) * | 2014-06-26 | 2016-02-10 | Rbs Sprl | FASTENING LEG FOR CONSTRUCTION ELEMENT |
| EP3329051B1 (en) * | 2015-07-28 | 2020-07-08 | Recycled Plastic Foundations Pty Ltd | Supporting post improvements |
| US10352014B1 (en) * | 2016-05-14 | 2019-07-16 | Michael Baptiste | Ground anchor |
| US10119291B2 (en) * | 2017-02-17 | 2018-11-06 | James McKinion | Free-standing load support system |
| CN108590327B (en) * | 2018-05-23 | 2024-03-12 | 盐城市佰瑞达体育用品有限公司 | Novel tent nail |
| US11522488B2 (en) * | 2019-05-07 | 2022-12-06 | Solar Foundations Usa, Inc. | Vertical column |
| US11306457B2 (en) * | 2020-06-03 | 2022-04-19 | Jason M. Pickel | Swimming pool cover tie-down anchoring system |
| DE102020124903A1 (en) | 2020-09-24 | 2022-03-24 | Maxerio GmbH | GROUND ANCHORS FOR INSTALLING THE GROUND |
| CN113969799B (en) * | 2021-12-06 | 2023-12-22 | 辽宁沈通电力桩基础研发有限公司 | Long and short spiral anchor |
| USD992401S1 (en) * | 2022-09-04 | 2023-07-18 | Hangzhou Zero Zero Two Intellectual Property Co., Ltd. | Ground anchor |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US94124A (en) * | 1869-08-24 | Improvement in fence-posts | ||
| US289149A (en) * | 1883-11-27 | Dayid b | ||
| US2603319A (en) * | 1952-07-15 | Ground anchor v | ||
| US2999572A (en) * | 1958-02-12 | 1961-09-12 | John D Hinckley | Earth anchor |
| US3295274A (en) * | 1964-12-10 | 1967-01-03 | Kalb Toys Inc De | Combination of pole anchor with a gym set or the like |
| GB9300674D0 (en) * | 1993-01-15 | 1993-03-03 | Terra Lock Limited | A ground anchor |
| DE4424339C2 (en) * | 1994-07-11 | 1999-02-11 | Arthur Keck | Ground anchor |
| US5457918A (en) * | 1995-03-06 | 1995-10-17 | Plourde; Bernard | Anchoring device for umbrellas |
| DE29710839U1 (en) * | 1997-06-20 | 1997-08-14 | Stahlbau Gohlis GmbH, 01462 Gohlis | Earth screw |
| US6058662A (en) * | 1997-07-18 | 2000-05-09 | Secure Products, Llc | Earth anchors and methods for their use |
| US6032880A (en) * | 1998-06-04 | 2000-03-07 | Verrills; Robert H. | Ground spike for a sun umbrella |
| FR2786229B1 (en) * | 1998-11-19 | 2001-01-26 | Vissal Sa | WOOD SCREW OR THE LIKE WITH IMPROVED SCREWS AND TWO INPUTS |
| US6702239B2 (en) * | 2002-01-29 | 2004-03-09 | Jim R. Boucher | Apparatus and method for supporting the trunk of a tree |
-
2001
- 2001-02-02 JP JP2002561136A patent/JP2004520505A/en active Pending
- 2001-02-02 WO PCT/DE2001/000424 patent/WO2002061210A1/en active IP Right Grant
- 2001-02-02 CN CN018230180A patent/CN1217067C/en not_active Expired - Fee Related
- 2001-02-02 US US10/467,138 patent/US20040103599A1/en not_active Abandoned
- 2001-02-02 DE DE2001504153 patent/DE50104153D1/en not_active Expired - Fee Related
- 2001-02-02 AT AT01909558T patent/ATE279590T1/en not_active IP Right Cessation
- 2001-02-02 ES ES01909558T patent/ES2231450T3/en not_active Expired - Lifetime
- 2001-02-02 DE DE10195936T patent/DE10195936D2/en not_active Expired - Fee Related
- 2001-02-02 CA CA002437299A patent/CA2437299A1/en not_active Abandoned
- 2001-02-02 BR BR0116868-1A patent/BR0116868A/en not_active IP Right Cessation
- 2001-02-02 EP EP01909558A patent/EP1360379B1/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102013104773A1 (en) | 2013-05-08 | 2014-11-13 | Jörg Pagels | ground anchor |
| WO2014180466A1 (en) | 2013-05-08 | 2014-11-13 | Teske Stefan | Ground anchor |
Also Published As
| Publication number | Publication date |
|---|---|
| CA2437299A1 (en) | 2002-08-08 |
| CN1217067C (en) | 2005-08-31 |
| WO2002061210A1 (en) | 2002-08-08 |
| ATE279590T1 (en) | 2004-10-15 |
| CN1492959A (en) | 2004-04-28 |
| ES2231450T3 (en) | 2005-05-16 |
| EP1360379A1 (en) | 2003-11-12 |
| US20040103599A1 (en) | 2004-06-03 |
| BR0116868A (en) | 2004-03-30 |
| DE50104153D1 (en) | 2004-11-18 |
| DE10195936D2 (en) | 2003-12-24 |
| JP2004520505A (en) | 2004-07-08 |
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