EP2225428A1 - Anchoring element - Google Patents
Anchoring elementInfo
- Publication number
- EP2225428A1 EP2225428A1 EP08856089A EP08856089A EP2225428A1 EP 2225428 A1 EP2225428 A1 EP 2225428A1 EP 08856089 A EP08856089 A EP 08856089A EP 08856089 A EP08856089 A EP 08856089A EP 2225428 A1 EP2225428 A1 EP 2225428A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- anchoring
- anchoring element
- element according
- anchoring body
- adjustable
- 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
Links
- 238000004873 anchoring Methods 0.000 title claims abstract description 99
- 238000010168 coupling process Methods 0.000 claims abstract description 22
- 230000008878 coupling Effects 0.000 claims abstract description 21
- 238000005859 coupling reaction Methods 0.000 claims abstract description 21
- 239000004567 concrete Substances 0.000 claims abstract description 19
- 238000005266 casting Methods 0.000 claims abstract description 4
- 238000007789 sealing Methods 0.000 claims description 14
- 239000000203 mixture Substances 0.000 claims description 2
- 230000035515 penetration Effects 0.000 claims 1
- 230000011664 signaling Effects 0.000 claims 1
- 238000005253 cladding Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 238000009415 formwork Methods 0.000 description 4
- 239000011150 reinforced concrete Substances 0.000 description 4
- 238000003860 storage Methods 0.000 description 3
- 238000004140 cleaning Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/142—Means in or on the elements for connecting same to handling apparatus
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
- E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
Definitions
- the invention relates to an anchoring element for anchoring objects to components which are produced by casting a curable composition, in particular concrete, according to the preamble of claim 1.
- anchoring points on manufactured parts of buildings such as ceilings or walls in order then to anchor scaffolding, formwork etc. for subsequent parts of the building.
- anchor parts in the walls or ceilings, such as wave anchors, head bolts or the like.
- the anchor parts mentioned are lost components that remain permanently in the building, resulting in considerable material and cost expenditure and the durability of the building, e.g. can interfere with corrosion.
- screw anchors are known, which are also embedded in concrete in the respective wall or ceiling and then can be unscrewed thanks to their coarse thread of the hardened concrete (see, for example, DE 33 47 665 Al).
- screw anchors bring a lot of time and effort to solve from the concrete and for cleaning with it and have a complex construction or correspondingly high production costs.
- WO 2007/036300 Al discloses an anchoring element according to the preamble of claim 1. This is characterized by a conical anchoring body, which is so concreted into the respective building ceiling, that its tapered end faces the respective object to be anchored.
- the invention is based on the idea to provide an anchoring element that can be used without additional measures in components of different thickness (thickness) and then recovered again.
- the invention provides that in a generic anchoring element of the anchoring body is designed such that it has adjustable dimensions in its longitudinal direction. In this way, whole construction projects can be done with a single type of Anchoring elements are handled so that any storage is eliminated.
- the erroneous installation of a non-matching anchoring element is excluded, resulting in fewer sources of error. Not least, this can also save considerable costs, especially since the anchoring element according to the invention can be reused as often as desired.
- the adjustment of the dimensions of the anchoring body in its longitudinal direction can be carried out in various ways in the context of the present invention. It is preferred in terms of a precise and secure arrangement of the anchoring element on the formwork and in the subsequent concrete that in the anchoring element according to the invention, the distance between the coupling portion and the support surface is adjustable.
- the anchoring element according to the invention may in principle also be formed in one piece, it has proven to be advantageous in view of a simple and rapid adjustment of the dimensions that the anchoring body has at least two sections whose mutual distance is adjustable. It is particularly preferred that at least two mutually adjustable sections of the anchoring body are connected by means of a thread. This results in a particularly precise, stable and finely adjustable connection of mutually adjustable sections.
- At least one sealing element is provided between at least two mutually adjustable sections of the anchoring body. This ensures that regardless of the set dimension of the anchoring element according to the invention during concreting no concrete penetrates into the anchoring element and the anchoring element later hardened easily from the Concrete can be solved. It is particularly preferred that the sealing element is designed as a sealing ring and / or sealing tube.
- the anchoring body 10 in the region of the support surface 16 has a second coupling portion. In this way, a particularly simple and at the same time safe release of the anchoring body can be achieved from the hardened concrete.
- the first and second coupling sections can be configured in the most varied ways in the context of the present invention. According to one embodiment of the invention, however, it is provided that the first and / or the second coupling portion has an internal thread. This results in addition to a simple coupling process fine adjustability of the components to be coupled together.
- the outer surface of the anchoring body has a second conical section, which tapers away from the first end. In this way one obtains an anchoring body with opposite conical sections. These allow on the one hand, that the anchoring element can transmit forces in several directions. In addition, this results in a slight release of the anchoring element of the hardened concrete.
- the anchoring element further has at least one cover element which is set up to cover the first and / or second coupling section.
- the cover element has signal means, in particular at least one recess and / or at least one protruding element.
- the cover advantageously has a threaded portion, so that it can be safely and sugig introduced into the corresponding coupling section and anchored there
- Fig. 1 shows schematically an anchoring element according to a first preferred embodiment of the invention
- Fig. 2 shows schematically a partial exploded view of the anchoring element shown in Fig. 1;
- Fig. 3 shows schematically an anchoring element according to a second preferred embodiment of the invention
- FIG. 4 shows schematically a partial exploded view of the anchoring element shown in FIG. 3;
- Fig. 5 shows schematically an anchoring element according to a third preferred embodiment of the invention.
- Fig. 6 shows schematically an anchoring element according to a fourth preferred embodiment of the invention.
- FIG. 7 shows schematically a cover element as part of an inventive anchoring element.
- FIG. 1 An anchoring element as a first preferred embodiment of the present invention is shown in Fig. 1 schematically in a side view and a bottom view.
- the anchoring element is used for anchoring objects, such as scaffolds, formwork beams or the like, on reinforced concrete components, such as ceilings, walls, etc.
- a reinforced concrete ceiling 1 is shown in FIG. 1 by dashed partial contours, wherein the anchoring element of the invention from a ceiling underside or Shuttering surface 2 extends to a ceiling top 4.
- the anchoring element can also be used in other components or in other curable materials.
- the anchoring element has an anchoring body 10, which is generally stabförraig and formed in several parts in the present embodiment.
- the multi-part design of the anchoring body 10 is shown in more detail in Fig. 2 in an exploded view. Thereafter, the anchoring body 10 in the present embodiment has two portions 20 and 30.
- the portion 20 shown in Fig. 2 below is provided with an internal thread 24, and the portion 30 shown in Fig. 2 above is provided with a threaded rod 32 with an external thread 34th Mistake.
- the thread 34 can be screwed into the internal thread 24, so that the two sections 20, 30 can be connected to each other and at the same time their mutual distance in the axial direction X is adjustable.
- the upper portion 30 further has a coupling portion 12, which is also formed in the present embodiment as an internal thread and the concrete surface 4 faces.
- the lower portion 20 has on its side facing away from the upper portion 30 a support surface 16 for supporting the anchoring element on the formwork surface 2, to which the lower portion 20 can be anchored via the through holes 16 '.
- a second coupling portion 18 which is configured in the present embodiment as a continuation of the internal thread 24.
- both the lower portion 20 and the upper portion 30 have a conical outer surface 14 'and 14' ', respectively, which both taper towards the first end on which the Coupling section 12 is provided.
- a sealing tube 52 is arranged, which may be formed for example by a plastic cladding and cut according to the desired ceiling thickness taking into account the dimensions of the sections 20 and 30.
- the use of the anchoring element according to the invention takes place, for example, as follows. First, taking into account the respective desired ceiling thickness and the dimensions of the sections 20 and 30, a suitable plastic cladding tube 52 is sawn and placed on the lower section 20. Subsequently, the upper portion 30 is screwed with its thread 34 in the internal thread 24 of the lower portion 20 until the cladding tube 52 cleanly abuts both portions 20 and 30. Now, the Vera ⁇ k réelleselement can be mounted as a whole by means of through holes 16 'on a scarf surface 2 (for example, nailed). Subsequently, the reinforced concrete ceiling 1 can be prepared in a conventional manner.
- the anchoring element can be released from the ceiling 1.
- a shock for example hammer blow
- a suitable tool in the lower coupling portion 18 of the anchoring element and solve the anchoring element by means of the tool made of the hardened concrete of the ceiling 1 individually or in parts.
- a second preferred embodiment of the anchoring element according to the invention is shown schematically in a side view or an exploded view in FIGS. 3 and 4.
- This second preferred embodiment corresponds in principle to the above-discussed first preferred embodiment, wherein identical or corresponding components in both embodiments are denoted by the same reference numerals and a re-description of these components is omitted.
- FIGS. 3 and 4 is characterized primarily by the fact that a sealing ring 50, for example an O-ring, is provided between the lower section 20 and the upper section 30 instead of the sealing tube 52.
- a sealing ring 50 for example an O-ring
- the dimensions of the anchoring element according to the invention can be adapted to the desired component dimensions without any additional work, while still ensuring a good seal of the anchoring element.
- only the lower portion 20 is with a conical lateral surface 14 'provided, as has been shown that this allows a sufficiently easy release of the anchoring element from the concrete in most cases.
- a third preferred embodiment of the anchoring element according to the invention is shown schematically in Fig. 5, wherein components corresponding to those of the previously discussed first and second embodiments are again denoted by the same reference numerals.
- the third embodiment shown in Fig. 5 is characterized in that the section 20 and the upper portion 30 are not connected to each other via a threaded engagement. Rather, the under section 20 and the upper portion 30 are inserted with their fitting ends 20 'and 30' in the open ends of a sealing tube 52.
- only the upper portion 30 is conical, although in principle, the sealing tube 52 may have an at least partially conical shape.
- FIG. 6 A fourth preferred embodiment of the anchoring element according to the invention is shown schematically in FIG. Also in Fig. 6, components corresponding to those of the previously discussed embodiments are designated by the same reference numerals.
- the fourth embodiment shown in FIG. 6 is initially characterized in that both the section 20 and the upper section 30 have an internal thread 24 or 36 and the two sections 20, 30 are connected via a separate threaded rod 32.
- this thread scraper can be a customary ribbed prestressing steel rod so that no special components need to be provided.
- the dacas ⁇ tab 32 is in the present
- Embodiment also enveloped by a sealing tube 52 which rests with its free ends on the lower portion 20 and the upper portion 30.
- the upper portion 30 has a conical surface 14 '' ', which tapers away from the first end (upper end in Fig. 6).
- a particularly simple and rapid expansion of the anchoring element according to the invention from the hardened concrete is achieved by, for example, the lower portion 20 down and the upper portion 30 taken up and the threaded rod 32 can be pulled out in any direction, while the cladding tube 52 may optionally remain in the concrete.
- the anchoring element according to the invention may also have at least one covering element 60, of which an embodiment in FIG. 7 is shown schematically in two side views and a plan view.
- the cover member 60 has in the present embodiment, a threaded portion 62, by means of which it can be screwed, for example, in the first or second coupling portion 12, 18 of the anchoring body.
- the cover member 60 On the opposite side of the threaded portion 62, the cover member 60 further has a flag 64 serving as a signal means, which can be used simultaneously to turn the cover member 60 in the respective coupling portion 12, 18 or turn out therefrom.
- the cover element 60 can thus fulfill two main tasks, namely to make visible on the one hand the installation location of the respective anchoring element and on the other hand to protect the anchoring element or the corresponding coupling sections 12, 18 from contamination.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE200710059125 DE102007059125B4 (en) | 2007-12-07 | 2007-12-07 | anchoring element |
PCT/EP2008/066701 WO2009071579A1 (en) | 2007-12-07 | 2008-12-03 | Anchoring element |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2225428A1 true EP2225428A1 (en) | 2010-09-08 |
EP2225428B1 EP2225428B1 (en) | 2013-02-13 |
Family
ID=40394346
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP08856089A Active EP2225428B1 (en) | 2007-12-07 | 2008-12-03 | Anchoring element |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP2225428B1 (en) |
DE (1) | DE102007059125B4 (en) |
WO (1) | WO2009071579A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3190244A1 (en) * | 2016-01-11 | 2017-07-12 | Pino Albanese | Threaded sleeve for anchoring of building elements in concrete and a spacing tube |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102011006702A1 (en) * | 2011-04-04 | 2012-10-04 | Peri Gmbh | Mounting plug for mounting an anchor sleeve on a formwork |
EP3631206A4 (en) * | 2017-05-26 | 2021-01-06 | Envision Energy (Jiangsu) Co., Ltd. | A cone shaped pin for tower wall attachment |
DE202017103864U1 (en) * | 2017-06-28 | 2018-10-01 | Doka Gmbh | Locking arm with anti-rotation lock |
DE202017103863U1 (en) | 2017-06-28 | 2018-10-01 | Doka Gmbh | stop anchors |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2099022A5 (en) * | 1970-10-15 | 1972-03-10 | Moreau Pierre | Fixing accessories to wall panels - esp prefabricated panels ,using a plastic sheath |
DE2744665A1 (en) * | 1977-10-04 | 1979-04-12 | Walter Hoff | Universal concrete construction threaded attachment assembly - has conical plastics socket and fixing element with threaded lengthways hole |
DE3338762A1 (en) * | 1983-10-26 | 1985-05-09 | Winfried Dipl.-Ing. 6365 Rosbach Schnabel | Anchoring of steel construction parts by screw connections in concrete |
DE3347665A1 (en) * | 1983-12-31 | 1985-07-11 | Friedr. Ischebeck GmbH, 5828 Ennepetal | Screw anchor |
DE19917345C2 (en) * | 1999-04-16 | 2002-09-26 | Doka Ind Gmbh Amstetten | Corrosion-protected hanging point |
US6789776B1 (en) * | 2000-05-22 | 2004-09-14 | Norman W. Gavin | Cast-in anchor attachment apparatus |
DE20214186U1 (en) * | 2002-09-11 | 2004-02-12 | Betomax Kunststoff- Und Metallwarenfabrik Gmbh & Co Kg | Building construction anchorage point has steel tube with helical outer profile with inner and outer surfaces linked by apertures for injected bonding agen |
DE102005045527A1 (en) * | 2005-09-23 | 2007-04-19 | Doka Industrie Gmbh | Protection and access device |
-
2007
- 2007-12-07 DE DE200710059125 patent/DE102007059125B4/en active Active
-
2008
- 2008-12-03 WO PCT/EP2008/066701 patent/WO2009071579A1/en active Application Filing
- 2008-12-03 EP EP08856089A patent/EP2225428B1/en active Active
Non-Patent Citations (1)
Title |
---|
See references of WO2009071579A1 * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3190244A1 (en) * | 2016-01-11 | 2017-07-12 | Pino Albanese | Threaded sleeve for anchoring of building elements in concrete and a spacing tube |
Also Published As
Publication number | Publication date |
---|---|
EP2225428B1 (en) | 2013-02-13 |
DE102007059125B4 (en) | 2009-10-22 |
DE102007059125A1 (en) | 2009-06-18 |
WO2009071579A1 (en) | 2009-06-11 |
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