EP3990715B1 - Verankerungselement und verfahren zur montage einer ankerschiene in einem baukörper aus beton - Google Patents
Verankerungselement und verfahren zur montage einer ankerschiene in einem baukörper aus beton Download PDFInfo
- Publication number
- EP3990715B1 EP3990715B1 EP20761189.8A EP20761189A EP3990715B1 EP 3990715 B1 EP3990715 B1 EP 3990715B1 EP 20761189 A EP20761189 A EP 20761189A EP 3990715 B1 EP3990715 B1 EP 3990715B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- anchor rail
- retaining bracket
- anchor
- flange
- formwork component
- 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
Links
- 238000004873 anchoring Methods 0.000 title claims description 16
- 238000000034 method Methods 0.000 title claims description 8
- 238000010276 construction Methods 0.000 title 1
- 238000009415 formwork Methods 0.000 claims description 49
- 239000000463 material Substances 0.000 claims description 9
- 238000005266 casting Methods 0.000 claims description 5
- 239000004033 plastic Substances 0.000 claims description 4
- 230000003313 weakening effect Effects 0.000 claims description 3
- 238000009434 installation Methods 0.000 description 3
- 206010047571 Visual impairment Diseases 0.000 description 2
- 208000027418 Wounds and injury Diseases 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 208000014674 injury Diseases 0.000 description 2
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 208000029257 vision disease Diseases 0.000 description 2
- 230000004393 visual impairment Effects 0.000 description 2
- 239000011111 cardboard Substances 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000013013 elastic material Substances 0.000 description 1
- 238000007373 indentation Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000004745 nonwoven fabric Substances 0.000 description 1
- 239000000123 paper Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000002985 plastic film Substances 0.000 description 1
- 229920006255 plastic film Polymers 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4107—Longitudinal elements having an open profile, with the opening parallel to the concrete or masonry surface, i.e. anchoring rails
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4114—Elements with sockets
- E04B1/4128—Elements with sockets receiving adjustable or removal nuts
-
- 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
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
- E04G21/1841—Means for positioning building parts or elements
- E04G21/185—Means for positioning building parts or elements for anchoring elements or elements to be incorporated in the structure
Definitions
- the present invention relates to an anchoring element for casting in concrete, with an anchor rail with a large number of anchor webs and a strip-shaped receptacle for mounting fastening means, at least one retaining clip being fixed to the anchor rail, which grips over the anchor rail perpendicular to its longitudinal direction and via which the An anchor rail can be fixed to a formwork component, wherein at least one flange protruding laterally from the anchor rail is formed on the retaining bracket and a method for installing an anchor rail in a structure made of concrete.
- the DE 10 2008 029 838 A1 discloses an anchor rail for fixing fastening means to a structure made of concrete, the anchor rail having a multiplicity of anchor webs which are cast into the concrete.
- the anchor rail In order to position such an anchor rail before concrete is poured, it is known to fix the anchor rail to a formwork component using nails. After concrete has been poured, the formwork member is then removed leaving the nails in the concrete.
- the nails are a nuisance in the mounting area of the anchor rail.
- the introduction of nails into small openings on the anchor rail is also complicated with regard to assembly, since the nails cannot be shot in with so-called nail guns.
- the U.S. 2005/0217197 A1 discloses a clip for fixing a rail in a concrete component, in which two sleeve-shaped fasteners are formed on a bracket, which are then torn off when a formwork is removed. Openings are formed in the formwork, into which the sleeve-shaped fastening elements can be inserted. The assembly of these brackets with the fasteners is therefore expensive.
- a rail is fixed to a formwork using clamps in order to cast the rail in a concrete component.
- the bracket is attached to the formwork via nails which are intended to be pulled out of the bracket when the formwork is removed. If the nails remain in the clamp, the tips of the nails protrude from the concrete part and pose a risk of injury.
- an anchor rail is provided with a large number of anchor webs and a strip-shaped receptacle for mounting fasteners such as hammer-head screws, the anchor rail being fixed via at least one retaining clip, via which the anchor rail can be fixed to a formwork component.
- the retaining bracket allows for secure positioning and alignment of the anchor rail on the formwork component and an indirect form-fitting attachment of the anchor rail, since the anchor rail can be fixed to the formwork component via the at least one retaining bracket. Fixing the retaining brackets makes it easier to install the anchor rail before pouring concrete.
- the at least one retaining clip overlaps the anchor rail perpendicularly to its longitudinal direction.
- At least one flange protruding laterally from the anchor rail is formed on the holding bracket, preferably one flange is provided on opposite sides.
- Each flange is connected to a middle section of the retaining clip via a predetermined breaking point.
- the indentation in the concrete body caused by the removal of the flange is negligible with regard to the holding forces of the anchor rail and the visual impairment.
- the flange can, for example, have a thickness of less than 5 mm, preferably between 1 mm and 4 mm, so that it can be penetrated easily and the im concrete recess left by removing the flange is small.
- the size of each flange can be, for example, between 1 cm 2 and 4 cm 2 and is therefore easy to hit during assembly.
- the retaining brackets For easy installation of the retaining brackets, they can be attached to the anchor rail.
- the retaining brackets can be fixed to the anchor rail by clamping or latching.
- a positioning aid for example a web or a projection, can be provided on an inner side of the retaining clip, which engages in a receptacle or recess on the anchor rail in order to prevent the anchor rail from shifting in the longitudinal direction.
- Each anchor rail is preferably fixed to a formwork component via a plurality of retaining brackets.
- the bracket is preferably made of plastic, but can also be made of other materials.
- the anchoring element is preferably assembled before casting to form a unit, in which the anchor rail is fixed to a panel-shaped formwork component via at least one retaining clip.
- the at least one retaining clip is fixed to a protruding flange of the formwork component via at least one fixing element, preferably via a nail in each case.
- Such a unit can also be manufactured in any length, whereby a retaining clip is used to align two adjacent anchor rails, which clamps over both anchor rails in the joint area. This allows the two anchor rails to be aligned using the retaining bracket.
- an anchor rail is first positioned on a formwork component in order to then arrange at least one retaining bracket over the anchor rail.
- the retaining clip is then fixed to the formwork component via at least one fixing element, in particular a nail, in order to then cast the anchor rail in concrete.
- the formwork component with the at least one fixing element is then removed from the anchor rail.
- the fixing element on the concrete structure can no longer pose a safety risk or lead to visual impairment due to rust.
- at least one flange of the holding bracket is preferably removed with the fixing element, the flange being severed from a middle section of the holding bracket along a predetermined breaking point.
- no fixing element gets in the way in the installation area of the channel of the anchor rail.
- the fixing elements are designed as nails and are fired into the formwork component using a nail gun.
- An anchoring element for casting in concrete comprises an anchor rail 1 and at least one retaining bracket 20, by means of which the anchor rail 1 can be fixed to a formwork component 10.
- the anchor rail 1 comprises a multiplicity of anchor webs 2 which protrude from a bar-shaped rail part with a receptacle for mounting fastening means.
- Each anchor bar 2 has a widened end section and is cast in concrete.
- a shaped body 4 made of an elastic material is inserted in the seat of the rail part, which prevents concrete from penetrating into the seat.
- the anchor rail 1 can be made from two rail parts which are fixed to one another via connecting webs 5 .
- a channel-shaped receptacle for fastening means such as hammer-head screws, can be formed.
- the anchor bar 1 can be designed as described in the document DE 10 2019 106 155 is revealed.
- the at least one retaining clip 20 overlaps the anchor rail 1 in a direction perpendicular to the longitudinal direction.
- Each retaining bracket 20 has a central bracket-shaped section 21 on which a flange 22 is formed on opposite sides.
- the flange 22 can be connected to the formwork component 10 via a fixing element 11, such as a nail or a staple, in order to fix the anchor rail 1 indirectly to the formwork component 10 via the retaining bracket 20.
- the anchor rail is shown in a mounted position on a formwork component 10.
- two retaining brackets 20 are mounted on the formwork component 10 .
- the retaining bracket 20 shown on the left is fixed to the formwork component 10 by means of fixing elements 11 in the form of nails, with the nails each being introduced into the flange 22 on the retaining bracket 20 .
- the retaining bracket 20 on the right in Figure 2A is also fixed via a nail as a fixing element 11 on the formwork component 10, the fixing element 11 reaching through a bow-shaped middle section 21 of the holding bracket 20, so that only one nail is used instead of the two nails for the holding bracket 20 on the left side.
- FIG. 3A to 3C shows the situation after the pouring of concrete, when the anchor rail 1 is cast with the anchor webs 2 in a structure made of concrete, which is not shown for the sake of simplicity.
- the formwork component 10 can then be removed from the anchor rail 1, with the retaining bracket 20 on the left-hand side when the formwork component 10 is removed, the fixing elements 11 remaining on the formwork component 10 and a flange 22 via a predetermined breaking point 24 from a middle section 21 of the retaining bracket 20 is separated.
- the fixing elements in the form of nails can be removed from the concrete structure.
- the headband 20 is shown in detail.
- the retaining clip 20 is made of plastic as a molded body, but it can also be made of a different material.
- the retaining bracket 20 includes a central bracket-shaped section that overlaps the anchor rail 1 in the assembled position.
- a web or projection 23 is formed on the inside of the bracket-shaped section and can be inserted into a groove or receptacle on the anchor rail 1 is to secure the anchor rail against displacement and to pre-fix the retaining bracket 20 by clamping or latching.
- Flanges 22 which are essentially plate-shaped and are connected to the middle section 21 via a predetermined breaking point 24 , extend on both sides from the middle bracket-shaped section 21 .
- the predetermined breaking point 24 can be produced by weakening the material, ie reducing the cross section of the material, for example by reducing the thickness or by a perforation, so that the flange 22 can be reliably separated from the middle section 21 .
- a reinforcement strut 25 is formed on the central section 21 and reinforces in the area adjacent to the predetermined breaking point 24 .
- a marking 26 or type designation can be provided on the retaining clip 20, which, for example, contains information about which anchor rail 1 was cast in the structure.
- a profile can be formed on the upper side to prevent the fixing element from slipping, such as a corrugation, a grid or a hole pattern. Such a profiling can also be provided on the bow-shaped middle section 21 .
- FIG 5 a unit consisting of a formwork component 10, for example a wood-based panel, and two anchor rails 1 is shown.
- a first anchor rail 1 is already fixed to the formwork component 10 by two retaining brackets 20 , both retaining brackets 20 being held on the formwork component 10 by means of fixing elements 11 in the form of nails, which are introduced into the flanges 22 .
- a retaining bracket 20 is arranged in the joint area and covers a front side of the first anchor rail 1. This allows a front side of the second anchor rail 1 to be pushed under the already fixed retaining bracket 20, as shown here is shown schematically by the arrow 30. This allows two anchor rails 1 to be aligned in a simple manner.
- each holding bracket is provided with two flanges 22 which are each connected to a middle section 21 via a predetermined breaking point 24 . It is optionally possible to fix only one of the flanges 22 to a formwork component 10 via a fixing element in order to fix an anchor rail 1 to the formwork component 10 .
- the retaining clip 20 can also be made of other materials, such as metal, cardboard, paper or a plastic film or a non-woven fabric.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
HRP20230322TT HRP20230322T1 (hr) | 2019-09-10 | 2020-08-20 | Sidreni element i postupak ugradnje sidrene tračnice u građevni element načinjen od betona |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102019124308.4A DE102019124308A1 (de) | 2019-09-10 | 2019-09-10 | Verankerungselement und Verfahren zur Montage einer Ankerschiene in einem Baukörper aus Beton |
PCT/EP2020/073370 WO2021047876A1 (de) | 2019-09-10 | 2020-08-20 | Verankerungselement und verfahren zur montage einer ankerschiene in einem baukörper aus beton |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3990715A1 EP3990715A1 (de) | 2022-05-04 |
EP3990715B1 true EP3990715B1 (de) | 2023-01-11 |
Family
ID=72234830
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP20761189.8A Active EP3990715B1 (de) | 2019-09-10 | 2020-08-20 | Verankerungselement und verfahren zur montage einer ankerschiene in einem baukörper aus beton |
Country Status (16)
Country | Link |
---|---|
US (1) | US20220268013A1 (da) |
EP (1) | EP3990715B1 (da) |
JP (1) | JP2022546795A (da) |
KR (1) | KR20220054336A (da) |
AU (1) | AU2020344087A1 (da) |
CA (1) | CA3145771A1 (da) |
DE (1) | DE102019124308A1 (da) |
DK (1) | DK3990715T3 (da) |
ES (1) | ES2941884T3 (da) |
FI (1) | FI3990715T3 (da) |
HR (1) | HRP20230322T1 (da) |
HU (1) | HUE061573T2 (da) |
IL (1) | IL291133A (da) |
LT (1) | LT3990715T (da) |
PL (1) | PL3990715T3 (da) |
WO (1) | WO2021047876A1 (da) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102020120750A1 (de) | 2020-08-06 | 2022-02-10 | Wilhelm Modersohn Gmbh & Co Kg | Ankerschiene und Verfahren zur Herstellung einer Ankerschiene |
DE102020126901A1 (de) | 2020-10-13 | 2022-04-14 | Wilhelm Modersohn Gmbh & Co Kg | Ankerschiene |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE513240C (de) * | 1927-03-29 | 1930-11-24 | Claus Meyn | Geschlitzte Ankerschiene fuer Eisenbetonbauten |
US4073114A (en) * | 1977-04-01 | 1978-02-14 | Unistrut Corporation | Insert assembly for use in pre-stressed concrete structures |
US4878782A (en) * | 1987-12-11 | 1989-11-07 | Beattie Thomas B | Drain channel alignment and installation apparatus |
GB9009374D0 (en) * | 1990-04-26 | 1990-06-20 | Wincro Metal Ind Ltd | Fixing of cast-in channels for facade support and restraint apparatus |
DE19531552C2 (de) * | 1995-08-28 | 2001-03-01 | Betomax Kunststoff Metall | Bewehrungsanschluß |
DE10243000A1 (de) * | 2002-06-26 | 2004-01-15 | Georg Weidner | Fixiervorrichtung und Verfahren zur Herstellung einer Fixiervorrichtung |
US20050217197A1 (en) * | 2003-11-13 | 2005-10-06 | Peacock Bobbie D | Frangible concrete insert clip |
DE102008029838A1 (de) | 2008-06-25 | 2009-12-31 | Wilhelm Modersohn Gmbh & Co Kg | Ankerschiene |
US8966833B2 (en) * | 2012-09-12 | 2015-03-03 | Mohamed R. Ally | Concrete insert |
US8955285B2 (en) * | 2012-12-07 | 2015-02-17 | Illinois Tool Works Inc. | Embedment attachment system |
-
2019
- 2019-09-10 DE DE102019124308.4A patent/DE102019124308A1/de not_active Withdrawn
-
2020
- 2020-08-20 EP EP20761189.8A patent/EP3990715B1/de active Active
- 2020-08-20 LT LTEPPCT/EP2020/073370T patent/LT3990715T/lt unknown
- 2020-08-20 KR KR1020227009327A patent/KR20220054336A/ko unknown
- 2020-08-20 HR HRP20230322TT patent/HRP20230322T1/hr unknown
- 2020-08-20 DK DK20761189.8T patent/DK3990715T3/da active
- 2020-08-20 ES ES20761189T patent/ES2941884T3/es active Active
- 2020-08-20 JP JP2022502037A patent/JP2022546795A/ja active Pending
- 2020-08-20 HU HUE20761189A patent/HUE061573T2/hu unknown
- 2020-08-20 CA CA3145771A patent/CA3145771A1/en active Pending
- 2020-08-20 US US17/629,029 patent/US20220268013A1/en not_active Abandoned
- 2020-08-20 FI FIEP20761189.8T patent/FI3990715T3/fi active
- 2020-08-20 WO PCT/EP2020/073370 patent/WO2021047876A1/de unknown
- 2020-08-20 PL PL20761189.8T patent/PL3990715T3/pl unknown
- 2020-08-20 AU AU2020344087A patent/AU2020344087A1/en active Pending
-
2022
- 2022-03-06 IL IL291133A patent/IL291133A/en unknown
Also Published As
Publication number | Publication date |
---|---|
EP3990715A1 (de) | 2022-05-04 |
FI3990715T3 (fi) | 2023-04-21 |
HRP20230322T1 (hr) | 2023-05-12 |
IL291133A (en) | 2022-05-01 |
KR20220054336A (ko) | 2022-05-02 |
PL3990715T3 (pl) | 2023-06-05 |
JP2022546795A (ja) | 2022-11-09 |
DE102019124308A1 (de) | 2021-03-11 |
DK3990715T3 (da) | 2023-04-17 |
US20220268013A1 (en) | 2022-08-25 |
CA3145771A1 (en) | 2021-03-18 |
HUE061573T2 (hu) | 2023-07-28 |
LT3990715T (lt) | 2023-04-25 |
WO2021047876A1 (de) | 2021-03-18 |
ES2941884T3 (es) | 2023-05-26 |
AU2020344087A1 (en) | 2022-02-03 |
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