EP2957675A1 - Ancrage destinée à fixer des objets en forme de tige, en particulier des poteaux dans une zone urbaine (environnement) et procédé et outil pour poser l'ancrage dans la terre - Google Patents

Ancrage destinée à fixer des objets en forme de tige, en particulier des poteaux dans une zone urbaine (environnement) et procédé et outil pour poser l'ancrage dans la terre Download PDF

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Publication number
EP2957675A1
EP2957675A1 EP14194350.6A EP14194350A EP2957675A1 EP 2957675 A1 EP2957675 A1 EP 2957675A1 EP 14194350 A EP14194350 A EP 14194350A EP 2957675 A1 EP2957675 A1 EP 2957675A1
Authority
EP
European Patent Office
Prior art keywords
ground
ground anchor
dowel
tubular body
conical
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
EP14194350.6A
Other languages
German (de)
English (en)
Other versions
EP2957675B1 (fr
Inventor
Joachim Bader
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.)
Gebr Strab and Co GmbH
Gebr Strab and Co GmbH
STRAB & CO GEB GmbH
Original Assignee
Gebr Strab and Co GmbH
Gebr Strab and Co GmbH
STRAB & CO GEB GmbH
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
Application filed by Gebr Strab and Co GmbH, Gebr Strab and Co GmbH, STRAB & CO GEB GmbH filed Critical Gebr Strab and Co GmbH
Publication of EP2957675A1 publication Critical patent/EP2957675A1/fr
Application granted granted Critical
Publication of EP2957675B1 publication Critical patent/EP2957675B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • E04H12/2207—Sockets or holders for poles or posts not used
    • E04H12/2215—Sockets or holders for poles or posts not used driven into the ground
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F9/00—Arrangement of road signs or traffic signals; Arrangements for enforcing caution
    • E01F9/60—Upright bodies, e.g. marker posts or bollards; Supports for road signs
    • E01F9/658—Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by means for fixing
    • E01F9/673—Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by means for fixing for holding sign posts or the like
    • E01F9/685—Subsoil means, e.g. foundations

Definitions

  • the invention relates to a ground anchor for fastening rod-shaped objects, in particular posts in the urban area (environment) and a method for its introduction into the ground, according to the preamble of claim 1 or 10.
  • ground dowels in erecting rod-shaped objects, such as traffic signs, is well known. Essentially, there are three different designs in use, namely those that are cast in, hammered or screwed.
  • Concrete or cemented ground anchors are usually made of cast iron or steel and have on their shank or at the lower end laterally protruding projections, which prevent twisting in and / or pulling out of the concrete.
  • the floor is flat or provided with a flat-welded plate.
  • the object of the invention is achieved in that the ground anchor has a crowned tapering shape at its lower insertion end and that at its upper end End, centrally at least at least partially radially projecting a grip and Eintreib published is formed.
  • the soil dowel can be pushed into the foundation hole even after the danger of danger to the cable, after the removal of the asphalt layer and on loose ground, where it can be moved with slight pressure, by turning back and forth or with a slight impact.
  • a resistance eg by the presence of a cable, can be noticed immediately.
  • transition to the pipe body is formed flush with the lateral surface at the convex insertion end of the ground anchor, whereby a relatively smooth penetration is possible.
  • the crowned insertion end may also be formed conically collar-like projecting, be provided in the manner of a bottom-mounted hat and thereby only conical or cylindrical-conical stepped. As a result, the pull-out force of the ground anchor is increased overall.
  • the insertion end of the ground anchor is provided with lateral beads or depressions such as coolers or openings. These are used for easier penetration into the ground when turning back and forth of the ground dowel. In the case of breakthroughs, these are so narrow that only a very small amount of concrete or other material can penetrate.
  • the tip or extremity of the insertion end is plastically or elastically deformable when it encounters resistance and / or lift-off pressure due to frost.
  • This plasticity or elasticity can be achieved by material and / or shape of the Eingandes. So z. B. as a spherical insertion end in the bottom of the cylindrical tubular body, a hemisphere or even a ball made of plastic and / or elastic material or be introduced, for. B. in the manner of an axially half inserted tennis ball.
  • the downwardly facing cylindrical bend of the bell flange as well as the upwardly facing collar of the insertion end may have vertical slots, whereby a good connection with the filling material, usually mortar, is achieved.
  • a radially projecting grip and Eintreib published can also serve the guide part of the radially projecting clamping part of the ground anchor in the second basic version.
  • the one hand engages around the guide member, while the other hand is radially supported on the outer circumference of the tubular body.
  • a radially projecting wing which can also be at least slightly bent or bent at its outer end down. This makes it possible to attack both hands in about the same radial distance to the pipe body and thus to allow a balanced pivoting or rotational movement of the ground dowel.
  • ground anchor with a smooth cylindrical upper part, being mounted on its upper side two diagonally opposing projecting wings, z. B. by welding.
  • the dowel divides the concrete around the hat shape with its hat-shaped end and allows it to flow up on the side walls as it is driven in analogy to a knock-in anchor. Due to the soft surrounding concrete material, the dowel can be easily aligned in the vertical at the above recessed driver. As a result, the handling and assembly is simplified and greatly reduced in the case of Einbetonierens concrete consumption, which contributes to a more ecological use of resources.
  • an auxiliary tool When introducing and aligning the ground anchor, in particular in the case of cable danger, according to the invention, an auxiliary tool can be used which is inserted or attached in vertical extension to the ground anchor to be inserted into / onto it.
  • an auxiliary tool can also serve a second ground dowel, which is identical, as the introduced (first) ground dowel.
  • the conical part of the insertion end engages with the axially superposed insertion or application of the second ground dowel friction-clamping or positive entrainment in the upper pipes beater end of the first, lower ground dowel. Since usually several identical ground anchors are waiting for their use, an optimally usable auxiliary tool is always available.
  • the round tube body in the outer diameter is slightly smaller than the inner clear width of the ground dowel tube and in a length of min. 1.5 pipe diameter can be inserted.
  • At the end of the inserted or inserted tube part is provided on the lateral surface of a cone or a conically downwardly tapered sleeve or at least a wedge-shaped nose, preferably two diagonally opposite lugs or more wedge-shaped lugs in a uniform arrangement.
  • the auxiliary tool then under vertical pressure and back and forth turning, help bring the underlying ground sleeve into the ground.
  • the auxiliary tool thus engages by clamping or positive fit in the soil dowel to be eizu perennialden, wherein in a particularly advantageous final installation process, the partially retracted ground dowel can be pushed back into the final installation position.
  • Fig. 1 shows a first ground dowel 1 with a tube body 2, an upper handwheel flange 3 as a round grip and Eintreib published and a rounded lower insertion end 4, which is designed as a hat 5, the Hutrand 6 protrudes laterally beyond the tubular body and the pipe body preferably welded.
  • the downwardly bell-shaped angled upper handle flange 3 and the Hutrand 6 of the lower insertion end have vertical slots 7, 7 ', which support a good connection with the filling material, usually mortar.
  • two hands 8 the handwheel flange 3 diagonally on all sides, wherein the height of the bend is in a favorable relationship to fingers and palm.
  • Fig. 2 shows a second ground dowel 10, on whose tubular body 2 on the upper side as a lateral (radially projecting) grip and Eintreib Australia a U-shaped guide member 11 is mounted, in which a via an opening 14 (see Fig. 3 ) in the pipe interior engaging wedge 12 is moved via a Allen screw 13 (see also z. B. above-described ground socket of Hydrotec Technologies AG).
  • the spherical lower insertion end 4 is formed as a hemispherical cap 15, with the same outer diameter as the tubular body 2 and intermediate constriction 16, which serves for vertical attachment against withdrawal.
  • Fig. 3 shows how the ground anchor 10 off Fig. 2 is held laterally on the tubular body 2 and on the guide part 11 via its guide part 11 as a grip and drive-in piece for guided impressions.
  • the window-shaped opening 14 can be seen in the pipe jacket through which the clamping wedge, engaging the inside of the pipe, can clamp an inserted post.
  • Fig. 4 shows the ground dowel FIGS. 2 and 3 , but here also diagonally opposite to the guide member 11, a tab 17 is attached as a further handle and Eintreib published. The lower dowel end is also rounded.
  • Fig. 5 a Einbringsituation the ground anchor 1 is shown and that the end position in which the handwheel flange 3 is flush with its end face 18 to the mortar surface 19.
  • serving as an auxiliary tool second ground dowel 1 ' is attached coaxially to the first lower ground dowel 1, so that the lower dowel end, so the hat 5', in the upper dowel end of the ground dowel to be recovered 1, ie the flange 3, clamping or clamping-leader intervenes.
  • the lower ground anchor 1 has been brought with the aid of an upper ground dowel 1 'by vertical pressure and simultaneous rotation in the illustrated end position.
  • Fig. 6 shows a Einbringsituation with ground anchors 10, 10 'after Fig. 2 , namely how a (first) ground anchor 1 at the end of the assembly process again by means of a second ground dowel 1 ', which engages in the first dowel body 2, can be brought into the end position.
  • the introduction material bottom hole and mortar or concrete
  • Fig. 7 illustrate how the clamping of the upper ground dowel 1 'takes place in the upper dowel end of the lower ground dowel 1 by means of clamping.
  • Fig. 8 shows how takes place at the contact point of the two ground dowel 1,1 'a clamping with guide.
  • the hat 5 'of the upper ground dowel 1' has here below its conical shell 21 ', the clamping on the inner edge 22 of the lower ground dowel 1 or pending, a cylindrical shell portion 23', which engages leader in the inner shell 24 of the ground anchor 1.
  • the release of the clamping is done, for example, with a light hammer blow, which solves the connection, but without changing the position of the ground anchor 1.
  • Fig. 9 shows how the eventual introduction and alignment at the end of the assembly can be easily accomplished with a simple auxiliary device 25.
  • the auxiliary device has a tubular body 26 which has a slightly smaller outer diameter than the inner diameter of the tubular body of the ground anchor 10.
  • the tubular body 26 is inserted into the ground anchor 10 in a length of at least 1.5 to about twice the diameter.
  • a self-clamping conical sleeve 27 is mounted, which connects to the ground anchor 10 by a slight impact during insertion by clamping.
  • a diagonally extending and projecting on both sides rod 28 is mounted, which serves as a handle for easy handling of the auxiliary device. It can be seen here in particular, as the ground anchor 10 is introduced in the mortar 30 in a hole 31 in the end position so that its end face 18 is aligned with the surface 19 of the mortar.
  • Fig. 10 shows in plan view the auxiliary device 25 in the situation Fig. 9 , In particular, the arrangement of the rod 28 on the tubular body.
  • Fig. 11 again shows a lower end of a bottom anchor (1, 10), which is here designed as a hemisphere cap 32, which consists of a material which is either plastic or elastic or represents a connection between the two. It may also consist of a hollow body, for. B. a ball.
  • This special training serves
  • sensitive objects can be located in the ground and the risk of injury eg from cables or telephone lines is avoided.
  • this embodiment can absorb a vertical ground pressure caused by frost by deformation.
  • Fig. 12 shows a lower insertion end 4 of a ground anchor, namely a hat 5, which is executed at its conical jacket with beads 33. These serve to facilitate penetration when turning back and forth of the ground dowel.
  • Fig. 13 shows another trained as a hat 5 under insertion end 4 of a ground anchor, which is provided with recesses 34 on the flanks. These are also used when turning back and forth the easier penetration of the anchor in the ground. However, they are so narrow that only a small amount of concrete or other material can penetrate into the floor dowel interior.
  • a readily extendable ground dowel 1 in particular for this application, however, at the insertion end 4 has a smooth cap 15 which is fixed to the tubular body 2 with a smooth transition 35.
  • the ground dowel is not fully pressed in the mortar 30, but only so far that its upper handwheel flange 3 can be freely grasped when pulling out.
  • the pipe body 2 is greased on its outer casing (layer of fat 36), so that the mortar does not stick after solidification and holds the soil dowel firmly.
  • ground dowels are used in particular for road construction for barriers and fastening fences.
  • a post 37 which is equipped with hooks 38, in turn, a rectangular fence area 39 is mounted. If the fence is to be removed again, then the construction fence fields are lifted from the posts, the posts removed from the ground dowels and then pulled the ground dowels from the ground. Thereafter, the open hole is backfilled and the asphalt surface or other edition renewed or completed.
  • Fig. 15 illustrates how, in the event that there is no risk of cable from the outset and is to be concreted with less concrete, a hole 41 was provided with an upper recess 42 for the handle and Eintreib published the ground anchor, the one by about thirty percent larger diameter than the tubular body of the ground anchor has and about half filled with soft concrete or cement mortar.
  • the ground dowel 1 to be driven vertically from above into the prepared hole is shown coaxially over the partially filled hole 41, 42.
  • Fig. 16 Finally, shows the in the soft concrete 30 in the hole 41, 42 hammered ground dowel 1 with spherical Eingande or with hat 5. It can be seen that this is not firmly connected to the soil ground dowel, as is the case with a drive-in dowel is easy to align in soft concrete.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Piles And Underground Anchors (AREA)
EP14194350.6A 2014-06-13 2014-11-21 Ancrage destiné à fixer des objets en forme de tige, en particulier des poteaux dans une zone urbaine (environnement) et procédé pour poser l'ancrage dans la terre Active EP2957675B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202014102748.3U DE202014102748U1 (de) 2014-06-13 2014-06-13 Bodendübel zum Befestigen von stabförmigen Gegenständen, insbesondere von Pfosten im urbanen Bereich (Umfeld)

Publications (2)

Publication Number Publication Date
EP2957675A1 true EP2957675A1 (fr) 2015-12-23
EP2957675B1 EP2957675B1 (fr) 2019-05-22

Family

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Application Number Title Priority Date Filing Date
EP14194350.6A Active EP2957675B1 (fr) 2014-06-13 2014-11-21 Ancrage destiné à fixer des objets en forme de tige, en particulier des poteaux dans une zone urbaine (environnement) et procédé pour poser l'ancrage dans la terre

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EP (1) EP2957675B1 (fr)
DE (1) DE202014102748U1 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102016106330A1 (de) * 2016-04-06 2017-10-12 Gebr. Sträb GmbH & Co Verfahren, Vorrichtung und Bodendübelsystem zur Pfostenbefestigung
CN110528956B (zh) * 2019-09-29 2024-07-19 国网河南省电力公司新密市供电公司 一种智能电杆基座、安装装置和施工方法
FR3116294B1 (fr) * 2020-11-18 2022-11-25 Cosnet Système de poteau muni d’un fourreau de protection

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE7541461U (de) 1976-08-12 Segor Kg, 6588 Birkenfeld Bodenhülse
DE19708807A1 (de) * 1996-08-23 1998-03-05 Straeb Gmbh & Co Geb Verfahren zum Einbringen eines Bodendübels, Bodendübel und Einschlagwerkzeug zur Durchführung des Verfahrens
DE19936694C1 (de) * 1999-08-04 2000-11-30 Straeb Gmbh & Co Geb Einstampfbares Bodenfundament zum Befestigen von Pfosten im Erdreich
DE20303837U1 (de) * 2003-03-11 2003-05-28 Doka Industrie Gmbh, Amstetten Verankerungshülse für Schutzgeländer
DE20312771U1 (de) * 2003-08-19 2003-11-06 Wüster, Heinrich, Ing., Imst, Tirol Bodenanker
US20100326346A1 (en) * 2009-06-24 2010-12-30 Gregory Allen Tapp Retractable Hazard and Boundary Marker
WO2011128602A1 (fr) * 2010-04-16 2011-10-20 Mbs - Adic Embase pour piquet et piquet comprenant une telle embase

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2609165A1 (de) * 1976-03-05 1977-09-08 Das Trekking Wandern Mit Pferd Zaunpfahl
GB1577889A (en) * 1977-05-18 1980-10-29 Vuerhard H J Support device
DE9409252U1 (de) * 1994-06-08 1994-09-22 PROCON Project Development & Consulting GmbH, 21683 Stade Bodenverankerung für Pfähle, insbesondere Zaunpfähle
DE202008010913U1 (de) * 2008-08-14 2008-11-06 Krinner Innovation Gmbh Schraubfundamentsystem mit aushärtbarer Füllmasse

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE7541461U (de) 1976-08-12 Segor Kg, 6588 Birkenfeld Bodenhülse
DE19708807A1 (de) * 1996-08-23 1998-03-05 Straeb Gmbh & Co Geb Verfahren zum Einbringen eines Bodendübels, Bodendübel und Einschlagwerkzeug zur Durchführung des Verfahrens
DE19936694C1 (de) * 1999-08-04 2000-11-30 Straeb Gmbh & Co Geb Einstampfbares Bodenfundament zum Befestigen von Pfosten im Erdreich
DE20303837U1 (de) * 2003-03-11 2003-05-28 Doka Industrie Gmbh, Amstetten Verankerungshülse für Schutzgeländer
DE20312771U1 (de) * 2003-08-19 2003-11-06 Wüster, Heinrich, Ing., Imst, Tirol Bodenanker
US20100326346A1 (en) * 2009-06-24 2010-12-30 Gregory Allen Tapp Retractable Hazard and Boundary Marker
WO2011128602A1 (fr) * 2010-04-16 2011-10-20 Mbs - Adic Embase pour piquet et piquet comprenant une telle embase

Also Published As

Publication number Publication date
EP2957675B1 (fr) 2019-05-22
DE202014102748U1 (de) 2014-08-04

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