EP3161226A1 - Ankerdübel - Google Patents
AnkerdübelInfo
- Publication number
- EP3161226A1 EP3161226A1 EP15732567.1A EP15732567A EP3161226A1 EP 3161226 A1 EP3161226 A1 EP 3161226A1 EP 15732567 A EP15732567 A EP 15732567A EP 3161226 A1 EP3161226 A1 EP 3161226A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- anchor
- anchor plug
- concrete
- plug
- receptacle
- 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
- 239000004567 concrete Substances 0.000 claims abstract description 54
- 230000002787 reinforcement Effects 0.000 claims description 14
- 239000004033 plastic Substances 0.000 claims description 12
- 229920003023 plastic Polymers 0.000 claims description 12
- 238000004873 anchoring Methods 0.000 claims description 3
- 210000004907 gland Anatomy 0.000 claims 1
- 238000010276 construction Methods 0.000 description 17
- 238000009415 formwork Methods 0.000 description 14
- 238000004519 manufacturing process Methods 0.000 description 9
- 239000000463 material Substances 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000002184 metal Substances 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 238000005266 casting Methods 0.000 description 3
- 238000009413 insulation Methods 0.000 description 3
- 150000001875 compounds Chemical class 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 229920002292 Nylon 6 Polymers 0.000 description 1
- 229920010540 PA6 GF30 Polymers 0.000 description 1
- 239000002390 adhesive tape Substances 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 239000011152 fibreglass Substances 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000001746 injection moulding Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 239000010970 precious metal Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 230000000087 stabilizing effect Effects 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
-
- 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
- E04B1/4121—Elements with sockets with internal threads or non-adjustable captive 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
- E04G21/142—Means in or on the elements for connecting same to handling apparatus
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
- E04B2/8617—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf with spacers being embedded in both form leaves
-
- 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
- E04B2001/4192—Connecting devices specially adapted for embedding in concrete or masonry attached to concrete reinforcing elements, e.g. rods or wires
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2002/8688—Scaffoldings or removable supports therefor
Definitions
- the invention relates to an anchor plug, which is intended for pouring into a pourable, hardening mass, to be held with a receptacle for a means of anchor anchor
- Anchor plug of the type mentioned are known in the art. Such anchors are among other things for setting up walls, in particular double walls
- a double wall is a mostly prefabricated one
- the shells of the double wall are mostly made of concrete and by lattice girders
- Double walls mean that no formwork is needed on the construction site for the production of walls. Another advantage is that the surface quality of these is very good due to the factory production of the double walls.
- Double walls include, for example, double walls, thermal walls, hollow walls and filigree walls. In order to be able to load a double wall and place it on the construction site, the double wall is used in the production process
- the other component may be another wall or a component extending substantially perpendicular to the wall, for example in a floor or in a ceiling.
- High forces can act on the walls to be supported, for example by wind pressure or by forces that occur during construction, eg. B Stabilizing loads or supporting loads.
- the forces are dissipated via the spits into the other component.
- the forces can be tensile forces or compressive forces.
- An anchor anchor according to the invention is used for installation in a pourable, hardening mass. Such a pourable
- hardening mass may be concrete, for example.
- Other pourable, hardening compounds can with the
- anchor anchors according to the invention are used, for example plastics.
- the anchor plug has a receptacle for a means of
- Anchor plug to be held element in particular a
- connection element on can u. a. a bolt, a screw, a threaded bolt or the like.
- the element can be fixed by means of the inclusion in the anchor plug.
- the item can be one too
- a compound e.g. a bolt, for example a sprout or the like.
- the anchor plug has a surface facing a direction of tensile force, which is curved in a substantially concave manner.
- the tensile force direction can in particular with the
- Anchor plug is inserted.
- the concave curvature can by a
- Conic in particular a parabolic or a hyperbolic contour be realized.
- the surface facing in the direction of the tensile force can be substantially rotationally symmetrical.
- the tensile force direction can in particular coincide with the axis of symmetry of the anchor anchor according to the invention.
- anchor plug is essentially made of plastic. Plastic points to other possible
- Plastic has a more compliant surface than metal, which means
- a plastic component with concave surface can be produced inexpensively, for example by injection molding.
- the receptacle in the anchor anchor according to the invention may be designed such that it has a
- Through hole has. This allows the greatest possible insertion depth of the element to be held, resulting in a high stability transverse to the direction of the tensile force.
- Another aspect of the present invention relates to the provision of an internal thread in the receptacle.
- the element in particular the
- the internal thread can be used to accommodate a nail plate.
- the anchor can be mounted on a formwork, e.g. Steel formwork to be fixed. Nail plates are
- Standard products are available in the production of precast concrete parts and in every precast plant. They can be used to fix the anchor to the formwork and to ensure that no concrete enters the through hole during shell manufacture.
- Tensile force direction away facing surface is arranged mother.
- the internal thread can be made of a different material than the rest anchor anchor. Due to the arrangement of the nut in the direction away from the direction of the tensile force surface forces introduced via the mother are forwarded to the anchor and distributed there The provision of a nut is particularly helpful when the anchor plug is made of plastic.
- the nut can then be made for example of a metal, in particular of precious metal, which has a higher
- the nut may for example be cast in the anchor plug or can be used in this.
- the mother can
- a bolt e.g. be used a threaded bolt, which serves to define the components to be connected.
- the thread of the threaded bolt may be an internal thread or an external thread.
- tilting dowels or bolts with tilting dowel function is another variant.
- Such a guide sleeve may consist of a different material than the receptacle itself.
- the receptacle itself like the rest anchor anchor, made of plastic.
- the sleeve may be made of a stronger material than the anchor plug
- At least one recess for engagement with a reinforcement is provided in the surface.
- the attachment to a reinforcement allows an additional force transmission through the reinforcement and thus an increase in the maximum absorbable tensile forces and a ductile load bearing behavior, so that the load bearing capacity is given even after a first crack in the concrete.
- a first independent object of the present invention relates to a concrete component with at least one anchor plug according to one of the preceding claims.
- a corresponding concrete component is suitable for receiving higher tensile forces than a concrete component with anchor anchors other than the one
- this increases the load capacity of the connection.
- a corresponding concrete component can be
- a first further idea of the concrete component according to the invention provides that the anchor plug with a
- a flush termination or a recessed arrangement allow a surface mounting of the element to be held on the anchor dowel, so that the concrete around the front can serve for support.
- Another independent aspect of the present invention relates to a method for producing a concrete component, in which an anchor anchor according to the invention is positioned in a formwork, wherein subsequently the formwork is poured with concrete.
- Another aspect of the present invention relates to a method according to the previous paragraph, wherein before
- Another aspect of the present invention relates to a method according to the previous two paragraphs, wherein the anchor plug is positioned by means of a nail plate.
- Another aspect of the present invention relates to a method for producing a concrete component according to the invention described above.
- the anchor plug is positioned in a formwork.
- the formwork can be provided for example by a shuttering. Then the formwork is poured with concrete. After hardening of the concrete, the concrete component is ready for use and the anchor plug can be used.
- Another aspect provides that after positioning and before casting a reinforcement is applied to the anchor plug.
- the reinforcement can rest on the concave surface.
- the reinforcement can absorb parts of the forces in case of load and cause a more ductile carrying behavior of the anchor plug.
- Another aspect of the method provides that the substantially concave curved and in particular
- the nail plate can be removed after the casting of the concrete component.
- Fig. 1A is a plan view of an inventive
- Fig. 1B is a sectional view taken along section line A-A of the anchor plug of Fig. 1A;
- Fig. 2A is a plan view of an inventive
- Fig. 2B is a sectional view taken along section line A-A of the anchor plug of Fig. 2A;
- FIG. 3 shows a side view of a wall construction in which an anchor anchor according to the invention can be used;
- Fig. 4 is an enlarged sectional view through the
- Fig. 5 is an enlarged sectional view through the
- Fig. 1A shows a plan view of an anchor anchor according to the invention 2.
- the viewing direction runs one
- the tensile force direction Z thus points into the plane of representation.
- a surface 4 of the anchor plug 2 is also
- the anchor plug 2 has a receptacle 6.
- the receptacle 6 is arranged centrally, so too
- the receptacle 6 is designed as a through hole. On the bottom, so the surface 4 opposite side, a nut 8 is arranged. The nut 8 is used for tightening a connecting element.
- the anchor plug 2 is made of plastic, in particular of glass fiber reinforced plastic.
- a possible suitable Material can be PA6 GF30, ie Polyamide 6 with 30%
- FIG. 1B shows a cross section through the anchor plug 2 along the section line A-A according to FIG. 1.
- the surface 4, which is aligned in the tensile direction Z, is convexly curved.
- the convex curvature causes an occurring tensile force in the tensile force Z a
- the nut 8 is from a bottom 10, which is the
- Traction direction Z is aligned opposite
- a recess 12 is formed in the surface 10, in which the nut 8 is inserted.
- the mother completely in the anchor plug. 2
- the anchor plug 2 has an end face 14 which
- Fig. 2A shows a plan view of an anchor anchor according to the invention 2 ⁇ in a second embodiment.
- FIG. 2B shows a sectional view taken along the section line AA of the anchor plug 2 ⁇ of Fig. 2A.
- a reinforcement 38 is arranged in the recesses 9.
- Fig. 3 shows a side view of a wall construction 20, which is constructed with the aid of an anchor anchor 2 according to the invention.
- the wall construction has a double wall 22, which stands on a concrete component 24.
- the concrete component 24 may be a floor slab or a foundation or a ceiling. But there are also horizontal supports against other components possible. This will be a sprout horizontally on the
- Anchor plug 2 according to the invention mounted.
- the double wall 22 is supported by means of a spout 26.
- the spout 26 is not described as described in the previous paragraph, but held in the double wall 22 by means of a head point anchorage 28 and in the concrete component 24 by means of a root anchorage 30.
- the head anchorage 28 is fixed to an anchor plug 2, which is not visible in Fig. 3, but corresponds to the embodiment of Figures 1 and 2.
- Fig. 4 shows an enlarged sectional view through the wall construction of Fig. 3 with an inventive
- Anchor plug 2 in the first embodiment.
- the double wall 22, in which the anchor plug 2 is mounted corresponds to a well-known construction with two Cavity forming concrete shells, wherein in the cavity core insulation can be accommodated.
- the cavity core insulation can be accommodated.
- Outer shell of a building wall forms.
- Core insulation and the shell, which later forms the inner shell of a building wall, can remain a space until the double or even the thermal wall is displaced
- Construction site is filled with in-situ concrete.
- the sprout 26 is in two different positions
- the spout 26 can, as in Fig. 3, be guided obliquely down to a contestticianverank für aortician or he can be supported horizontally on another wall. Due to the horizontal support, several walls can be supported with a smaller number of required sprouts.
- the sprout 26 is fixed by means of a connecting joint 34 to the anchor plug 2.
- the connection joint 34 has a plate 34.1 with through hole 34.2, through which a screw 36 can be screwed into the nut 8 of the anchor plug 2. Attached to one on the plate 34.1
- Flange 34.3 is set the sprout.
- the sprout may alternatively be connected in some other way to the anchor plug 2, e.g. directly.
- Double wall 22 added.
- Fig. 5 shows a sectional view through the
- Double wall 22 arranged such that it rests against the surface 4 of the anchor plug 2.
- Fig. 6 A to D show phases of the production of a
- Nail plate 32 arranged in a steel formwork 40.
- the bottom of the steel formwork 40 defines the outside of the concrete component to be cast, so that the nail plate 32 will initially be arranged flush in the concrete component. After casting, the nail plate 32 is removed, the resulting hole can be filled with a suitable cement.
- Fig. 6 B it is shown that the steel formwork 40 is poured with concrete 42.
- the anchor plug 2 is dimensioned such that its underside 10 protrudes from the concrete 42 in order to prevent the mother 8 is contaminated with concrete and made unusable. Alternatively or additionally, the mother can be protected from contamination by means of a cover, for example made of adhesive tape.
- Fig. 6 C and D show the production of a concrete component according to the second embodiment.
- a reinforcement 38 is inserted, which bears against the surface 4 of the anchor plug 2 ⁇ in the recesses 9.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
Claims
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL15732567T PL3161226T3 (pl) | 2014-06-24 | 2015-06-17 | Kołek kotwiący |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102014108836.0A DE102014108836A1 (de) | 2014-06-24 | 2014-06-24 | Ankerdübel |
PCT/EP2015/063558 WO2015197441A1 (de) | 2014-06-24 | 2015-06-17 | Ankerdübel |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3161226A1 true EP3161226A1 (de) | 2017-05-03 |
EP3161226B1 EP3161226B1 (de) | 2020-07-29 |
Family
ID=53496641
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP15732567.1A Active EP3161226B1 (de) | 2014-06-24 | 2015-06-17 | Ankerdübel |
Country Status (10)
Country | Link |
---|---|
EP (1) | EP3161226B1 (de) |
DE (1) | DE102014108836A1 (de) |
DK (1) | DK3161226T3 (de) |
ES (1) | ES2811826T3 (de) |
HU (1) | HUE050435T2 (de) |
MY (1) | MY180811A (de) |
PL (1) | PL3161226T3 (de) |
SA (1) | SA516380580B1 (de) |
SG (1) | SG11201610810SA (de) |
WO (1) | WO2015197441A1 (de) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102016124100A1 (de) | 2016-12-12 | 2018-06-14 | Benteler Automobiltechnik Gmbh | Achs- oder Fahrwerksbauteil für ein Kraftfahrzeug |
KR102562296B1 (ko) * | 2023-02-02 | 2023-07-31 | 이상춘 | 도어스토퍼 설치용 무타공 접착식 어뎁터 |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1022826A (en) * | 1910-05-05 | 1912-04-09 | E J Couper | Anchor for concrete construction. |
FR573784A (fr) * | 1923-11-24 | 1924-06-30 | Limousin Et Cie | Procédé de fixation dans le béton de pièces métalliques à l'aide de vis ou tirefonds vissés dans une armature métallique |
US2214756A (en) * | 1937-04-07 | 1940-09-17 | James Rice | Anchor for use in concrete |
FR2510639A3 (fr) * | 1981-07-30 | 1983-02-04 | Arteon Marcel | Dispositif pour l'ancrage de tiges de fixation, en particulier dans l'industrie du batiment et des travaux publics |
US5226770A (en) * | 1991-12-09 | 1993-07-13 | Watson Richard J | Pipe hanger nut assembly |
DE19653985A1 (de) * | 1996-12-21 | 1998-06-25 | Daniel Maechtle | Einrichtung zum Anbringen von Bolzenankern an Betonbauwerken |
-
2014
- 2014-06-24 DE DE102014108836.0A patent/DE102014108836A1/de not_active Withdrawn
-
2015
- 2015-06-17 MY MYPI2016002275A patent/MY180811A/en unknown
- 2015-06-17 EP EP15732567.1A patent/EP3161226B1/de active Active
- 2015-06-17 SG SG11201610810SA patent/SG11201610810SA/en unknown
- 2015-06-17 DK DK15732567.1T patent/DK3161226T3/da active
- 2015-06-17 WO PCT/EP2015/063558 patent/WO2015197441A1/de active Application Filing
- 2015-06-17 PL PL15732567T patent/PL3161226T3/pl unknown
- 2015-06-17 HU HUE15732567A patent/HUE050435T2/hu unknown
- 2015-06-17 ES ES15732567T patent/ES2811826T3/es active Active
-
2016
- 2016-12-22 SA SA516380580A patent/SA516380580B1/ar unknown
Also Published As
Publication number | Publication date |
---|---|
PL3161226T3 (pl) | 2020-12-28 |
DK3161226T3 (da) | 2020-08-24 |
EP3161226B1 (de) | 2020-07-29 |
SA516380580B1 (ar) | 2021-05-17 |
MY180811A (en) | 2020-12-09 |
WO2015197441A1 (de) | 2015-12-30 |
ES2811826T3 (es) | 2021-03-15 |
DE102014108836A1 (de) | 2015-12-24 |
HUE050435T2 (hu) | 2020-12-28 |
SG11201610810SA (en) | 2017-01-27 |
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