EP2816175A1 - Shuttering tie holder, shuttering tie as well as shuttering element for receiving the same - Google Patents
Shuttering tie holder, shuttering tie as well as shuttering element for receiving the same Download PDFInfo
- Publication number
- EP2816175A1 EP2816175A1 EP14172715.6A EP14172715A EP2816175A1 EP 2816175 A1 EP2816175 A1 EP 2816175A1 EP 14172715 A EP14172715 A EP 14172715A EP 2816175 A1 EP2816175 A1 EP 2816175A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- formwork
- anchor
- receptacle
- formwork anchor
- anchor 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.)
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Classifications
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- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
- E04G17/0651—One-piece elements
- E04G17/0652—One-piece elements fully recoverable
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- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
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- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/16—Members, e.g. consoles, for attachment to the wall to support girders, beams, or the like carrying forms or moulds for floors, lintels, or transoms
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- 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
- E04G5/16—Struts or stiffening rods, e.g. diagonal rods
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- 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
- E04G7/00—Connections between parts of the scaffold
- E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
- E04G7/32—Scaffolding bars or members with non-detachably fixed coupling elements with coupling elements using wedges
Definitions
- the present invention relates to a formwork anchor receptacle and a formwork anchor, which are used in the field of civil engineering. Shuttering elements are placed with a certain distance from each other and connected before filling the gap formed in this way with a filling material by formwork anchors. The formwork anchors are removed after curing of the concrete, so that in the subsequent step, the formwork elements can be solved by the wall thus formed.
- the anchor system of a concrete wall formwork with at least one locking device for an anchor rod of the anchor system shows.
- the locking device comprises an annular sealing element and a nut element for screwing in the anchor rod.
- a dome plate is provided, which can be fastened by means of fastening means on a rear side of the formwork element of the concrete wall formwork and has a spherically formed plate area with an opening in which the nut element is arranged with radial clearance.
- a formwork anchor receptacle is provided with a ball portion which is arranged in a support component of a formwork element and allows a pivotability of the formwork anchor from the normal orientation relative to the formwork element (for example by 4 °).
- the formwork anchor receptacle comprises a preferably cylindrical portion having an opening for insertion of an anchor rod and a ball portion for support against a formwork element.
- the spherical configuration ensures that an offset between anchor passage openings of opposite formwork elements can be compensated by ensuring a certain deviation from the normal with respect to a formwork element.
- the formwork anchor receptacle or formwork anchors according to the invention ensures a load-bearing anchoring of the formwork elements and a seal against the filling area formed between the formwork elements.
- the inventive design ensures that a formwork anchors can be operated from one side.
- the erection and connection of formwork elements is simplified in this way, and consequently labor costs can be reduced.
- the formwork anchor receiving an internal thread in at least a portion of the opening.
- the formwork anchor receptacle can be releasably connected to an anchor rod.
- a locking means in particular two holding pieces, can be inserted into the formwork anchor receptacle and locked there, in particular with an elastic fixing means, specifically for locking an anchor rod with the formwork anchor receptacle. This allows easy handling.
- the locking means on grooves which engage in grooves of the anchor rod.
- the locking means can be quickly and safely connected to the anchor rod.
- a sealing element in the opening added at one end portion of the ball portion. In this way, leakage of introduced between the formwork elements filling material is avoided.
- the present invention relates to a formwork anchor with an anchor rod, a first formwork anchor receptacle and a second formwork anchor receptacle.
- the formwork anchor receptacles each have a preferably cylindrical portion with an opening for insertion of the anchor rod and a ball portion for support against a formwork element.
- the first formwork anchor receptacle can be attached to a first end of the formwork anchor and the second formwork anchor receptacle to a second end of the formwork anchor.
- central anchorage After a central anchorage can be provided with these elements when used with a formwork element, an appealing concrete image results.
- the central anchorage also eliminates unused anchor holes. This saves time and avoids operating errors on site.
- anchor rod is preferably conical, eliminates the use of cladding, which would otherwise be required in the formwork.
- the anchor rod at the end to which the second formwork anchor receptacle is attached a Einschraubbegrenzung on.
- the anchor rod in the region of the end to which the first formwork anchor receptacle is attached, openings, through which a lock for locking the Anchor rods with the first formwork anchor receptacle is insertable.
- the present invention is directed to a formwork element according to claim 14. Especially with high formwork elements, no additional worker is required on the operating side when the formwork anchor is installed. Even intermediate stages on the control side can be omitted. Furthermore, anchor points can be saved in addition to a general reduction in the formwork anchors, especially with raised formwork.
- anchor points are preferably arranged centrally on the formwork element, it is avoided that the formwork anchors could collide with the joint tape or other means for sealing the joint when using the formwork elements in the foundation area.
- Fig. 1 two shuttering elements S are shown, between which a filling area is formed.
- a formwork anchor is provided which has an anchor rod 30, a first formwork anchor receptacle 10 and a second formwork anchor receptacle 20.
- the first formwork anchor receptacle 10 is mounted in the installed state at one end of the anchor rod 30 and supported against a mounted on the formwork wall S support member 40.
- the second formwork anchor receptacle 20 is arranged at the opposite end of the anchor rod 30 and supported on a support member 40 of the other formwork wall S.
- the support members 40 provided on the formwork elements S are designed such that they can receive elements or sections of a formwork anchor.
- the support components are preferably substantially identical, so that the anchor rod 30 with the first formwork anchor receptacle 10 and the second formwork anchor receptacle 20 can also be provided in a different orientation than in FIG FIG. 1 is shown.
- the anchor rod 30, located in FIG. 1 extends from formwork element to formwork element, comprises at a first end an external thread 31 with a Einschraubbegrenzung 32, with the complete screwing of the second formwork anchor receptacle 20 a defined position of this is ensured with respect to the anchor rod 30.
- Adjoining the external thread 31 is a conical section 33 which, in the installed state, comes into contact with the backfilling material introduced between the formwork elements S, for example concrete. Since the portion 33 is cone-shaped, the anchor rod 30 can be removed from the hardened backfill material.
- the second formwork anchor receptacle 20 provided in the region of the external thread 31 of the anchor rod 30 has a substantially cylindrical portion 21 and a ball portion 22.
- the ball portion 22 forms a spherical rounding.
- an opening 23 extends through the formwork anchor receiving 20 therethrough.
- the opening 23 of the formwork anchor receptacle 20 is provided in sections with an internal thread 24 which engages in the external thread 31 of the anchor rod 30.
- the described type of screw connection has the advantage that in the hardened backfill material no imprints of the fasteners remain, and thus results in an appealing concrete image.
- the first formwork anchor receptacle 10 includes a first end and a second end. Between the first end and the second end extends a cylindrical portion 11, which is formed longer relative to the cylindrical portion 21 of the second formwork anchor receptacle 20, since the cylindrical portion 11 of the first formwork anchor receptacle 10 additionally serves the adjustability between the anchor rod 30 and the formwork anchor receptacle 10 , In this way, the formwork anchors can be adapted to different distances between the formwork elements, - as will be explained in detail below.
- the first formwork anchor receptacle 10 further comprises a ball portion 12, which adjoins the cylindrical portion 11 and how the ball portion 22 of the second formwork anchor receptacle 20 forms an outer spherical rounding.
- the outer shape of the ball sections 12, 22 correspond here substantially so that - as already mentioned - the anchor rod 30 can be connected to the formwork anchor receptacles 10, 20 in a different orientation with the formwork elements S.
- the anchor rod 30 in the formwork anchor receptacle 10 are inserted, and with an internal thread 14 of the formwork anchor receptacle 10 engage.
- This internal thread 14 is provided at an opposite end of the ball section 12 of the formwork anchor receptacle 10 in the region of the opening 13.
- At least one support member 40 is attached to each formwork element S.
- the number of support components 40 may vary in order to provide a secure connection between different formwork elements S. Since the support members 40 in the in FIG. 1 illustrated embodiment on the left and right shuttering element S are formed substantially the same, only one of the support members is provided with reference numerals.
- the support member 40 includes a mounting portion 41, which in the present embodiment according to Fig. 1 is firmly connected to formwork element S.
- the support member 40 can be welded to the formwork element S.
- the support member 40 includes a receiving and supporting portion 42 which comprises a spherical ball socket 42a and a receiving portion 42b.
- a receiving and supporting portion 42 which comprises a spherical ball socket 42a and a receiving portion 42b.
- the shuttering anchor receptacle 10 is received in the region of the ball portion 12 when shuttering elements S are connected to the anchor rod 30 with each other.
- the design of the ball socket 42a ensures that the first formwork anchor receptacle 10 (or the second formwork anchor receptacle 20) abuts, so that the material filled between the formwork elements S is prevented from exiting.
- the spherically formed ball socket 42a is in this case provided in the region of the inner wall of the formwork element S, so that the ball portion 12 (or 22) as possible comes to rest near the Verchell Suite between the formwork elements S.
- the support component 40 comprises holding means, in this embodiment a holder 44, which is detachably inserted into the receiving area 42b in order to attach the respective formwork anchor receptacle 10, 20.
- the formwork elements S are erected at a distance from each other, and the anchor bar 30 provided with the first formwork anchor receptacle 10 is supported by one of the support components 40 (in FIG Fig. 1 from the left to the right), wherein the formwork anchor receptacle 20 already in the corresponding in Fig. 1 shown right formwork element is provided.
- the anchor bar 30, which is provided with the formwork anchor receptacle 10, is replaced by the supporting component 40 of FIG Fig. 1 left illustrated formwork element 11 (in FIG. 1 from left to right).
- the anchor rod 30 passes in sections through the support member 40 of the further formwork element S and is attached there.
- the anchor rod 30 is released by a counterclockwise rotation on the side of the first formwork anchor receptacle 10. Due to the different thread pitches between the first formwork anchor receptacle 10 and the second formwork anchor receptacle 20, there is a relative movement between these elements during this rotation.
- the second formwork anchor receptacle 20 is released from the anchor rod 30, and removed after loosening the retaining means 44 of the anchor rod 30 with the formwork anchor receptacle 10 attached thereto.
- FIG. 2 The arrangement shown corresponds essentially to that in Fig. 1 , However, differently configured support members 40a are used for receiving the formwork anchor receptacles 10, 20.
- the support components 40a are in this case cup-shaped, and have in that region in which the respective ball portion comes to rest, a radius.
- an anti-rotation device 50 is additionally provided for locking the anchor rod 30 to the first formwork anchor receptacle 10. This anti-rotation device 50 is applied after insertion of a locking element by the first formwork anchor receptacle 10 and one of the openings 35 of the anchor rod 30 thereon.
- the support members 40, 40a are each formed such that the formwork elements S are stackable on each other. This is ensured by the fact that the section components 40, 40a have substantially no projection over the formwork element level.
- a holder 44a is shown in the region of the first formwork anchor receptacle 10, with the emergence or rotation of the formwork anchor receptacle 10 relative to the portion member 40a is prevented.
- the holder 44a in this case comprises a fixing means 44a 'which projects beyond the plane of the formwork element S. With the fixing means 44a ', the holder 44a can be attached to the support member 40a and removed relatively easily as needed.
- the holder 44 provided in the region of the second formwork anchor receptacle 20 does not comprise any additional fixing means.
- Fig. 4 relates to a further embodiment of the present invention.
- circumferential grooves or grooves 34a with a rectangular cross section or a trapezoidal cross section are provided on the anchor rod 30a in the region of the first formwork anchor receptacle 10a.
- Several of these grooves are provided with markings, which allow a certain Groborienttechnik in the length adjustment of the formwork anchor.
- an opening 16a is provided in the portion of the first formwork anchor receptacle 10a opposite the ball portion 12a.
- this opening 16a two half-shell holding pieces 17a are introduced together with the anchor rod 30a.
- the half-shell holding pieces 17a After the half-shell holding pieces 17a have grooves 17b on their inner side, which engage in the grooves 34a of the anchor rod 30a, the half-shell holding pieces 17a are firmly connected to the tie rod 30a after being inserted into the opening 16a.
- the half-shell holding pieces 17a abut against a projection 16b in the opening 16a. From this projection 16b, an opening 13a having a smaller diameter than in the area of the opening 16a is provided.
- an elastic connecting means 18a (fixing spring ring) is inserted in the opening 16a, so that half-shell holding pieces 17a are pressed against the projection 16b and thus locked with the first formwork anchor receptacle 10a.
- the second formwork anchor receptacle 20a is in the in Fig. 4 illustrated embodiment with a substantially cylindrical portion 21 a and a ball portion 22 a educated. However, in the region of the cylindrical portion 21a, a recess 21a 'is provided, into which a holder 44b can penetrate. Furthermore, as in the first embodiment, the second formwork anchor receptacle 20a comprises an opening 23a with an internal thread 24a.
- the anchor rod 30a is formed in the region of the second formwork anchor receptacle 20a substantially equal to the first embodiment.
- Fig. 5a shows an embodiment of a holder 44a (in FIG Fig. 4 left), which is inserted into the receiving portion 42b of the support member 40 to fix the first or second formwork anchor receptacle in the support member.
- the holder 44a can be screwed to the shuttering element S via a fixing means 44a '.
- Fig. 5b shows a further embodiment of a holder 44b (in Fig. 4 arranged on the right) for fixing a formwork anchor receptacle, preferably the second formwork anchor receptacle 20, 20a, in the support component.
- a flap spring 44b ' is used for fixing the position, which is applied in the functional state to the inner wall of the ball socket. In this way, the recesses and lugs are brought into the corresponding counter-deformations in the ball socket in functional position as a restraint and rotation.
- the integrated locking system with the brackets 44,44a, 44b offers variable connection options.
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Abstract
Die vorliegende Erfindung betrifft eine Schalungsankeraufnahme sowie einen Schalungsanker, die im Bereich des Bauwesens zur Anwendung kommen. Ferner betrifft die Erfindung ein Schalungselement. Die Schalungsankeraufnahme ist zur Aufnahme eines Ankerstabs eingerichtet, welcher Ankerstab zur Verbindung von Schalungselementen vorgesehen ist. Die Schalungsankeraufnahme umfasst einen Abschnitt mit einer Öffnung zur Einführung eines Ankerstabs und einen Kugelabschnitt zur Abstützung gegen ein Schalungselement. The present invention relates to a formwork anchor receptacle and a formwork anchor, which are used in the field of civil engineering. Furthermore, the invention relates to a formwork element. The formwork anchor receptacle is adapted to receive an anchor rod, which anchor rod is provided for the connection of formwork elements. The formwork anchor receptacle comprises a portion having an opening for insertion of an anchor rod and a ball portion for supporting against a formwork element.
Description
Die vorliegende Erfindung betrifft eine Schalungsankeraufnahme sowie einen Schalungsanker, die im Bereich des Bauwesens zur Anwendung kommen. Dabei werden Schalungselemente mit einem gewissen Abstand zueinander aufgestellt und vor Verfüllen des auf diese Weise ausgebildeten Spalts mit einem Verfüllmaterial durch Schalungsanker miteinander verbunden. Die Schalungsanker werden nach dem Aushärten des Betons entnommen, sodass im nachfolgenden Schritt die Schalungselemente von der so ausgebildeten Wand gelöst werden können.The present invention relates to a formwork anchor receptacle and a formwork anchor, which are used in the field of civil engineering. Shuttering elements are placed with a certain distance from each other and connected before filling the gap formed in this way with a filling material by formwork anchors. The formwork anchors are removed after curing of the concrete, so that in the subsequent step, the formwork elements can be solved by the wall thus formed.
Als Stand der Technik ist ein Schalungsanker gemäß
Ferner ist die
Es ist eine Aufgabe der vorliegenden Erfindung, eine Schalungsankeraufnahme sowie einen Schalungsanker bereitzustellen, mit denen es möglich wird, möglichst regelmäßige Ankerabstände an einem Schalungselement und gleichzeitig eine einfache Bedienung zu gewährleisten, und auf diese Weise den Arbeitsaufwand beim Aufstellen und Verbinden von Schalungselementen zu reduzieren.It is an object of the present invention to provide a formwork anchor receptacle and a formwork anchor, with which it is possible to ensure the most regular anchor distances on a formwork element and at the same time a simple operation, and in this way to reduce the workload when setting up and connecting formwork elements.
Diese Aufgabe wird durch eine Schalungsankeraufnahme gemäß Anspruch 1, durch einen Schalungsanker gemäß Anspruch 6 sowie durch ein Schalungselement gemäß Anspruch 14 gelöst. Weitere bevorzugte Ausführungsformen sind den abhängigen Ansprüchen zu entnehmen.This object is achieved by a formwork anchor receptacle according to claim 1, by a formwork anchor according to claim 6 and by a formwork element according to
Im Rahmen der vorliegenden Erfindung wird eine Schalungsankeraufnahme mit einem Kugelabschnitt versehen, der in einem Abstützbauteil eines Schalungselements angeordnet wird und eine Verschwenkbarkeit des Schalungsankers aus der normalen Ausrichtung gegenüber dem Schalungselement ermöglicht (beispielsweise um 4°).In the context of the present invention, a formwork anchor receptacle is provided with a ball portion which is arranged in a support component of a formwork element and allows a pivotability of the formwork anchor from the normal orientation relative to the formwork element (for example by 4 °).
Erfindungsgemäß umfasst die Schalungsankeraufnahme einen bevorzugt zylinderförmigen Abschnitt mit einer Öffnung zur Einführung eines Ankerstabs und einen Kugelabschnitt zur Abstützung gegen ein Schalungselement.According to the formwork anchor receptacle comprises a preferably cylindrical portion having an opening for insertion of an anchor rod and a ball portion for support against a formwork element.
Durch die kugelförmige Ausgestaltung wird erreicht, dass ein Versatz zwischen Ankerdurchtrittsöffnungen gegenüberliegender Schalungselemente ausgeglichen werden kann, indem eine gewisse Abweichung aus der Normalen gegenüber einem Schalungselement sichergestellt wird. Trotz dieses Ausgleichs gewährleistet die erfindungsgemäße Schalungsankeraufnahme bzw. Schalungsanker eine tragende Verankerung der Schalungselemente und eine Dichtheit gegenüber dem zwischen den Schalungselementen ausgebildeten Verfüllbereich.The spherical configuration ensures that an offset between anchor passage openings of opposite formwork elements can be compensated by ensuring a certain deviation from the normal with respect to a formwork element. Despite this compensation, the formwork anchor receptacle or formwork anchors according to the invention ensures a load-bearing anchoring of the formwork elements and a seal against the filling area formed between the formwork elements.
Ferner stellt die erfindungsgemäße Ausgestaltung sicher, dass ein Schalungsanker von einer Seite bedient werden kann. Das Aufstellen und Verbinden von Schalungselementen wird auf diese Weise vereinfacht, und folglich können Arbeitskosten reduziert werden.Furthermore, the inventive design ensures that a formwork anchors can be operated from one side. The erection and connection of formwork elements is simplified in this way, and consequently labor costs can be reduced.
Gemäß einer bevorzugten Ausführungsform weist die Schalungsankeraufnahme ein Innengewinde in zumindest einem Abschnitt der Öffnung auf. Über dieses Gewinde kann die Schalungsankeraufnahme lösbar mit einem Ankerstab verbunden werden.According to a preferred embodiment, the formwork anchor receiving an internal thread in at least a portion of the opening. About this thread, the formwork anchor receptacle can be releasably connected to an anchor rod.
Ferner kann ein Verriegelungsmittel, insbesondere zwei Haltestücke, in die Schalungsankeraufnahme einführbar und dort verriegelbar sein, insbesondere mit einem elastischen Fixiermittel, und zwar zur Verriegelung eines Ankerstab mit der Schalungsankeraufnahme. Dies ermöglicht eine einfache Handhabung.Furthermore, a locking means, in particular two holding pieces, can be inserted into the formwork anchor receptacle and locked there, in particular with an elastic fixing means, specifically for locking an anchor rod with the formwork anchor receptacle. This allows easy handling.
Gemäß einer weiteren Ausführungsform weist das Verriegelungsmittel Rillen auf, die in Rillen des Ankerstabs eingreifen. Somit kann das Verriegelungsmittel zügig und sicher mit dem Ankerstab verbunden werden.According to a further embodiment, the locking means on grooves which engage in grooves of the anchor rod. Thus, the locking means can be quickly and safely connected to the anchor rod.
In einer weiteren Ausführungsform ist an einem Endabschnitt des Kugelabschnitts ein Dichtelement in der Öffnung aufgenommen. Auf diese Weise wird ein Austreten des zwischen Schalungselemente eingebrachten Verfüllmaterials vermieden.In a further embodiment, at one end portion of the ball portion, a sealing element in the opening added. In this way, leakage of introduced between the formwork elements filling material is avoided.
Ferner betrifft die vorliegende Erfindung einen Schalungsanker mit einem Ankerstab, einer ersten Schalungsankeraufnahme sowie einer zweiten Schalungsankeraufnahme. Die Schalungsankeraufnahmen weisen jeweils einen bevorzugt zylinderförmigen Abschnitt mit einer Öffnung zur Einführung des Ankerstabs sowie einen Kugelabschnitt zur Abstützung gegen ein Schalungselement auf. Die erste Schalungsankeraufnahme ist an einem ersten Ende des Schalungsankers und die zweite Schalungsankeraufnahme an einem zweiten Ende des Schalungsankers anbringbar. Zu den Vorteilen der Schalungsankeraufnahmen für den genannten Schalungsanker wird auf die obigen Ausführungen verwiesen.Furthermore, the present invention relates to a formwork anchor with an anchor rod, a first formwork anchor receptacle and a second formwork anchor receptacle. The formwork anchor receptacles each have a preferably cylindrical portion with an opening for insertion of the anchor rod and a ball portion for support against a formwork element. The first formwork anchor receptacle can be attached to a first end of the formwork anchor and the second formwork anchor receptacle to a second end of the formwork anchor. For the advantages of Schalungsankeraufnahmen for said formwork anchor reference is made to the above statements.
Nachdem mit diesen Elementen beim Einsatz mit einem Schalungselement eine mittige Ankerung vorgesehen werden kann, ergibt sich ein ansprechendes Betonbild. Durch die mittige Ankerung hat das System ferner keine ungenutzten Ankerlöcher. Dies führt zu einer Zeitersparnis und vermeidet Fehlbedienungen vor Ort.After a central anchorage can be provided with these elements when used with a formwork element, an appealing concrete image results. The central anchorage also eliminates unused anchor holes. This saves time and avoids operating errors on site.
Da der Ankerstab bevorzugt konisch ausgebildet ist, entfällt die Verwendung von Hüllrohren, die andernfalls bei der Ausschalung erforderlich wären.Since the anchor rod is preferably conical, eliminates the use of cladding, which would otherwise be required in the formwork.
Neben bereits genannten Ausgestaltungen der ersten bzw. zweiten Schalungsankeraufnahme weist bei einer bevorzugten Ausführungsform des Schalungsankers der Ankerstab an demjenigen Ende, an dem die zweite Schalungsankeraufnahme angebracht wird, eine Einschraubbegrenzung auf.In addition to the above-mentioned embodiments of the first and second formwork anchor receptacle, in a preferred embodiment of the formwork anchor, the anchor rod at the end to which the second formwork anchor receptacle is attached, a Einschraubbegrenzung on.
Bevorzugt umfasst der Ankerstab im Bereich des Endes, an dem die erste Schalungsankeraufnahme angebracht wird, Öffnungen auf, durch die eine Verriegelung zum Verriegeln des Ankerstabs mit der ersten Schalungsankeraufnahme einführbar ist.Preferably, the anchor rod in the region of the end to which the first formwork anchor receptacle is attached, openings, through which a lock for locking the Anchor rods with the first formwork anchor receptacle is insertable.
Ferner ist vorliegende Erfindung auf ein Schalungselement gemäß Anspruch 14 gerichtet. Besonders bei hohen Schalungselementen ist auf der Bedienseite kein zusätzlicher Arbeiter nötig, wenn der Schalungsanker eingebaut wird. Selbst Zwischenbühnen auf der Stellseite können entfallen. Ferner können neben einer generellen Verringerung der Schalungsanker gerade bei aufgestockter Schalung Ankerstellen eingespart werden.Furthermore, the present invention is directed to a formwork element according to
Da Ankerstellen bevorzugt mittig am Schalungselement angeordnet sind, wird vermieden, dass der Schalungsanker beim Einsatz der Schalungselemente im Fundamentbereich mit dem Fugenband oder anderen Mitteln zum Abdichten der Fuge kollidieren könnte.Since anchor points are preferably arranged centrally on the formwork element, it is avoided that the formwork anchors could collide with the joint tape or other means for sealing the joint when using the formwork elements in the foundation area.
- Fig. 1Fig. 1
- zeigt eine Schnittansicht eines Schalungsankers und der mit diesem verbundenen Schalungselemente, wobei Schalungsankeraufnahmen des Schalungsankers gemäß einer ersten Ausführungsform der vorliegenden Erfindung zum Einsatz kommenshows a sectional view of a formwork anchors and associated therewith formwork elements, wherein formwork anchor shots of the formwork anchor according to a first embodiment of the present invention are used
- Fig. 2Fig. 2
- zeigt eine Schnittansicht eines Schalungsankers und zweier Schalungselemente gemäß einer zweiten Ausführungsform der vorliegenden Erfindungshows a sectional view of a formwork anchor and two formwork elements according to a second embodiment of the present invention
- Fig. 3Fig. 3
- zeigt eine Schnittansicht eines Schalungsankers und zweier Schalungselemente gemäß einer dritten Ausführungsform der vorliegenden Erfindungshows a sectional view of a formwork anchor and two formwork elements according to a third embodiment of the present invention
- Fig. 4Fig. 4
- zeigt eine Schnittansicht eines Schalungsankers und zweier Schalungselemente gemäß einer vierten Ausführungsform der vorliegenden Erfindungshows a sectional view of a formwork anchor and two formwork elements according to a fourth embodiment of the present invention
- Fig. 5aFig. 5a
-
ist eine perspektivische Ansicht eines in
Figur 4 verwendeten Haltemittels für einen Schalungsankeris a perspective view of an inFIG. 4 used holding means for a formwork anchor - Fig. 5bFig. 5b
-
ist eine perspektivische Ansicht eines in
Figur 4 verwendeten alternativen Haltemittels für einen Schalungsankeris a perspective view of an inFIG. 4 used alternative holding means for a formwork anchor - Fig. 6Fig. 6
-
ist eine perspektivische Ansicht des in
Fig. 4 dargestellten Schalungsankers mit Schalungsankeraufnahmeis a perspective view of the inFig. 4 Shuttering anchor shown with formwork anchor receptacle
Nachfolgend werden bevorzugte Ausführungsformen der Erfindung im Detail erläutert. Weitere in diesem Zusammenhang erwähnte Modifikationen und Variationen einzelner Elemente und Bauteile können jeweils miteinander kombiniert werden, um neue Ausführungsformen auszubilden.Hereinafter, preferred embodiments of the invention will be explained in detail. Other modifications and variations of individual elements and components mentioned in this connection can each be combined with each other to form new embodiments.
In
Die erste Schalungsankeraufnahme 10 ist im Einbauzustand an einem Ende des Ankerstabs 30 angebracht und gegenüber einem an der Schalungswand S angebrachten Abstützbauteil 40 abgestützt. Die zweite Schalungsankeraufnahme 20 ist am gegenüberliegenden Ende des Ankerstabs 30 angeordnet und an einem Abstützbauteil 40 der jeweils anderen Schalungswand S abgestützt.The first
Die an den Schalungselementen S vorgesehenen Abstützbauteile 40 sind derart ausgebildet, dass sie Elemente bzw. Abschnitte eines Schalungsankers aufnehmen können. Vorzugsweise sind die Abstützbauteile hierbei im Wesentlichen gleich ausgebildet, sodass der Ankerstab 30 mit der ersten Schalungsankeraufnahme 10 sowie der zweiten Schalungsankeraufnahme 20 auch in einer anderen Ausrichtung bereitgestellt werden kann, als dies in
Der Ankerstab 30, der sich in
An demjenigen dem Außengewinde 31 gegenüberliegenden Abschnitt des konischen Abschnitts 33 des Ankerstabes 30 schließt sich ein weiteres Außengewinde 34 an (insbesondere ein Trapezgewinde), das gegenüber dem Außengewinde 31 eine geringere Gewindesteigung aufweist. Ferner sind im Bereich des weiteren Außengewindes 34 Öffnungen 35 vorgesehen, durch die eine Verriegelung zum Fixieren des Ankerstabs 30 mit der ersten Schalungsankeraufnahme 10 eingeführt werden kann.At that the
Die im Bereich des Außengewindes 31 des Ankerstabs 30 vorgesehene zweite Schalungsankeraufnahme 20 weist einen im Wesentlichen zylinderförmigen Abschnitt 21 sowie einen Kugelabschnitt 22 auf. Der Kugelabschnitt 22 bildet eine sphärische Rundung aus. Entlang der Mittenachse des zylinderförmigen Abschnitts 21 erstreckt sich eine Öffnung 23 durch die Schalungsankeraufnahme 20 hindurch. Die Öffnung 23 der Schalungsankeraufnahme 20 ist abschnittsweise mit einem Innengewinde 24 versehen, das in das Außengewinde 31 des Ankerstabs 30 eingreift.The second
Die beschriebene Art der Verschraubung hat den Vorteil, dass im ausgehärteten Verfüllmaterial keine Abdrücke der Befestigungsmittel verbleiben, und sich somit ein ansprechendes Betonbild ergibt.The described type of screw connection has the advantage that in the hardened backfill material no imprints of the fasteners remain, and thus results in an appealing concrete image.
Die erste Schalungsankeraufnahme 10 umfasst ein erstes Ende und ein zweites Ende. Zwischen dem ersten Ende und dem zweiten Ende erstreckt sich ein zylinderförmiger Abschnitt 11, der gegenüber dem zylinderförmigen Abschnitt 21 der zweiten Schalungsankeraufnahme 20 länger ausgebildet ist, da der zylinderförmige Abschnitt 11 der ersten Schalungsankeraufnahme 10 zusätzlich der Verstellbarkeit zwischen dem Ankerstab 30 und der Schalungsankeraufnahme 10 dient. Auf diese Weise kann der Schalungsanker an unterschiedliche Abstände zwischen den Schalungselementen angepasst werden, - wie nachfolgend im Detail erläutert wird.The first
Die erste Schalungsankeraufnahme 10 umfasst ferner einen Kugelabschnitt 12, der sich an den zylinderförmigen Abschnitt 11 anschließt und wie der Kugelabschnitt 22 der zweiten Schalungsankeraufnahme 20 eine äußere sphärische Rundung ausbildet. Die äußere Gestalt der Kugelabschnitte 12, 22 entsprechen sich hier im Wesentlichen, so dass - wie bereits angesprochen - der Ankerstab 30 mit den Schalungsankeraufnahmen 10, 20 auch in einer anderen Ausrichtung mit den Schalungselementen S verbunden werden kann.The first
Entlang der Mittenachse des zylinderförmigen Abschnitts 11 der ersten Schalungsankeraufnahme 10 erstreckt sich eine Öffnung 13. Durch diese Öffnung 13 kann der Ankerstab 30 in die Schalungsankeraufnahme 10 eingeführt werden, und mit einem Innengewinde 14 der Schalungsankeraufnahme 10 in Eingriff gelangen. Dieses Innengewinde 14 ist an einem zum Kugelabschnitt 12 gegenüberliegenden Ende der Schalungsankeraufnahme 10 im Bereich der Öffnung 13 vorgesehen.Along the center axis of the
An jedem Schalungselement S ist zumindest ein Abstützbauteil 40 angebracht. Je nach Größe des Schalungselements S kann die Anzahl der Abstützbauteile 40 variieren, um eine sichere Verbindung zwischen verschiedenen Schalungselementen S bereitzustellen. Da die Abstützbauteile 40 in der in
Das Abstützbauteil 40 umfasst einen Anbringungsabschnitt 41, der in der vorliegenden Ausführungsform gemäß
Ferner umfasst das Abstützbauteil 40 einen Aufnahme- und Abstützabschnitt 42, der eine sphärische ausgebildete Kugelpfanne 42a sowie einen Aufnahmebereich 42b umfasst. Im Bereich der Kugelpfanne 42a, wobei vorzugsweise in dessen Mitte eine Öffnung 43 zur Durchführung des Ankerstabs 30 vorgesehen ist, wird die Schalungsankeraufnahme 10 im Bereich des Kugelabschnitts 12 aufgenommen, wenn Schalungselemente S mit dem Ankerstab 30 miteinander verbunden werden. Die Ausgestaltung der Kugelpfanne 42a gewährleistet ein Anliegen der ersten Schalungsankeraufnahme 10 (bzw. der zweiten Schalungsankeraufnahme 20), sodass das zwischen die Schalungselemente S verfüllte Material am Austreten gehindert wird. Die sphärisch ausgebildete Kugelpfanne 42a ist hierbei im Bereich der inneren Wandung des Schalungselements S vorgesehen, sodass der Kugelabschnitt 12 (bzw. 22) möglichst nahe zum Verfüllbereich zwischen den Schalungselementen S zum Anliegen kommt.Further, the
Ferner umfasst das Abstützbauteil 40 Haltemittel, in dieser Ausführungsform eine Halterung 44, die lösbar in den Aufnahmebereich 42b eingebracht ist, um die jeweilige Schalungsankeraufnahme 10, 20 anzubringen.Furthermore, the
Die in
Zunächst werden die Schalungselemente S voneinander beabstandet errichtet, und der mit der ersten Schalungsankeraufnahme 10 versehene Ankerstab 30 durch eines der Abstützbauteile 40 (in
Nach Aushärten des zwischen die Schalungselemente S verfüllten Materials wird der Ankerstab 30 durch eine Linksdrehung an der Seite der ersten Schalungsankeraufnahme 10 gelöst. Durch die unterschiedlichen Gewindesteigungen zwischen der ersten Schalungsankeraufnahme 10 und der zweiten Schalungsankeraufnahme 20 kommt es bei dieser Drehung zu einer Relativbewegung zwischen diesen Elementen.After curing of the material filled between the formwork elements S material, the
Anschließend wird die zweite Schalungsankeraufnahme 20 vom Ankerstab 30 gelöst, und nach Lösen des Haltemittels 44 der Ankerstab 30 mit der daran befestigten Schalungsankeraufnahme 10 entnommen.Subsequently, the second
Die in
In der in
Bei dem in
In
Aus der Kombination der Halterungen 44a, 44 ist ersichtlich, dass diese je nach konkreter Anwendung eingesetzt werden können, und mit den übrigen Bauteilen frei kombinierbar sind.From the combination of the
In demjenigen dem Kugelabschnitt 12a gegenüberliegenden Abschnitt der ersten Schalungsankeraufnahme 10a ist eine Öffnung 16a vorgesehen. In diese Öffnung 16a werden zusammen mit dem Ankerstab 30a zwei Halbschalen-Haltestücke 17a eingeführt. Nachdem die Halbschalen-Haltestücke 17a an ihrer Innenseite Rillen 17b aufweisen, die in die Rillen 34a des Ankerstabs 30a eingreifen, sind die Halbschalen-Haltestücke 17a nach dem Einführen in die Öffnung 16a fest mit dem Ankerstab 30a verbunden. Im eingeführten Zustand schlagen die Halbschalen-Haltestücke 17a an einem Vorsprung 16b in der Öffnung 16a an. Ab diesem Vorsprung 16b ist eine Öffnung 13a mit einem kleineren Durchmesser als in dem Bereich der Öffnung 16a vorgesehen.In the portion of the first
Ferner ist am Endbereich der Öffnung 16a ein elastisches Verbindungsmittel 18a (Fixierfederring) in die Öffnung 16a eingebracht, so dass Halbschalen-Haltestücke 17a gegen den Vorsprung 16b gedrückt und somit mit der ersten Schalungsankeraufnahme 10a verriegelt sind.Further, at the end portion of the
Die zweite Schalungsankeraufnahme 20a ist bei der in
Der Ankerstab 30a ist im Bereich der zweiten Schalungsankeraufnahme 20a im Wesentlichen gleich zur ersten Ausführungsform ausgebildet. Durch die Verwendung eines einseitigen Gewindes im Bereich der Schalungsankeraufnahme 20a kann der Ein- und Ausschalvorgang weiter beschleunigt werden.The
Das integrierte Riegelsystem mit den Halterungen 44,44a, 44b bietet variable Anschlussmöglichkeiten.The integrated locking system with the
-
1. Schalungsankeraufnahme (10, 10a; 20, 20a) zur Aufnahme eines Ankerstabs (30, 30a), welcher Ankerstab (30, 30a) zur Verbindung von Schalungselementen (S) vorgesehen ist, mit:
- einem Abschnitt (11, 11a; 21, 21a) mit einer Öffnung (13, 13a; 23, 23a) zur Einführung eines Ankerstabs (30, 30a),
- dadurch gekennzeichnet, dass die Schalungsankeraufnahme (10, 10a; 20, 20a) einen Kugelabschnitt (12, 12a; 22, 22a) zur Abstützung gegen ein Schalungselement (S) aufweist.
- a portion (11, 11a; 21, 21a) having an opening (13, 13a; 23, 23a) for insertion of an anchor rod (30, 30a),
- characterized in that the formwork anchor receptacle (10, 10a, 20, 20a) has a ball portion (12, 12a, 22, 22a) for supporting against a formwork element (S).
- 2. Schalungsankeraufnahme (10, 10a; 20, 20a) gemäß Punkt 1, bei der die Schalungsankeraufnahme (10) ein Innengewinde (14; 24, 24a) in zumindest einem Abschnitt der Öffnung (13; 23, 23a) aufweist.2. formwork anchor receptacle (10, 10a, 20, 20a) according to item 1, wherein the formwork anchor receptacle (10) has an internal thread (14; 24, 24a) in at least a portion of the opening (13; 23, 23a).
- 3. Schalungsankeraufnahme (10a) gemäß einem der Punkte 1-2, bei der ein Verriegelungsmittel (17a), insbesondere zwei Haltestücke (17a), in die Schalungsankeraufnahme (10a) einführbar und dort verriegelbar ist, insbesondere mit einem elastischen Fixiermittel (18a), zur Verriegelung eines Ankerstab (30a) mit der Schalungsankeraufnahme (10a) .3. Schalungsankeraufnahme (10a) according to one of the points 1-2, in which a locking means (17a), in particular two holding pieces (17a) in the formwork anchor receptacle (10a) can be inserted and locked there, in particular with an elastic fixing means (18a), for locking an anchor rod (30a) with the formwork anchor receptacle (10a).
- 4. Schalungsankeraufnahme (10a) gemäß Punkt 3, bei der das Verriegelungsmittel (17a) Rillen (17b) aufweist, die in Rillen (34a) des Ankerstabs (30a) eingreifen.4. formwork anchor receptacle (10 a) according to item 3, wherein the locking means (17 a) has grooves (17 b) which engage in grooves (34 a) of the anchor rod (30 a).
- 5. Schalungsankeraufnahme (10, 10a) gemäß einem der Punkte 1-4, bei der an einem Endabschnitt des Kugelabschnitts (12, 12a) ein Dichtelement (15, 15a) in der Öffnung (13, 13a) aufgenommen ist.5. formwork anchor receptacle (10, 10 a) according to one of the items 1-4, in which at an end portion of the ball portion (12, 12a) a sealing element (15, 15a) is received in the opening (13, 13a).
-
6. Schalungsanker mit einem Ankerstab (30, 30a) und einer ersten Schalungsankeraufnahme (10, 10a) sowie einer zweiten Schalungsankeraufnahme (20, 20a),
wobei die Schalungsankeraufnahmen jeweils einen bevorzugt zylinderförmigen Abschnitt (11; 21) mit einer Öffnung (13, 13a; 23, 23a) zur Einführung des Ankerstabs (30, 30a) sowie einen Kugelabschnitt (12, 12a; 22, 22a) zur Abstützung gegen ein Schalungselement (S) aufweisen,
und die erste Schalungsankeraufnahme (10, 10a) an einem ersten Ende des Schalungsankers (30, 30a) und die zweite Schalungsankeraufnahme (20) an einem zweiten Ende des Schalungsankers (30, 30a) anbringbar sind.6. Formwork anchors with an anchor rod (30, 30a) and a first formwork anchor receptacle (10, 10a) and a second formwork anchor receptacle (20, 20a),
the formwork anchor receptacles each having a preferably cylindrical portion (11; 21) with an opening (13, 13a; 23, 23a) for insertion of the anchor rod (30, 30a) and a ball portion (12, 12a; 22, 22a) for supporting against Have shuttering element (S),
and the first formwork anchor receptacle (10, 10a) can be attached to a first end of the formwork anchor (30, 30a) and the second formwork anchor receptacle (20) can be attached to a second end of the formwork anchor (30, 30a). - 7. Schalungsanker gemäß Punkt 6, bei dem die erste Schalungsankeraufnahme (10, 10a) ein Innengewinde (14, 14a; 24, 24a) in zumindest einem Abschnitt der Öffnung (13; 23, 23a) aufweist.7. Shuttering anchor according to item 6, wherein the first formwork anchor receptacle (10, 10a) has an internal thread (14, 14a, 24, 24a) in at least a portion of the opening (13, 23, 23a).
- 8. Schalungsanker gemäß Punkt 7, bei dem die zweite Schalungsankeraufnahme (20, 20a) in zumindest einem Abschnitt der Öffnung (21, 21a) ein Innengewinde (24, 24a) aufweist, das bevorzugt eine andere Steigung aufweist als das Innengewinde (14, 14a) der ersten Schalungsankeraufnahme (10, 10a).8. formwork anchor according to item 7, wherein the second formwork anchor receptacle (20, 20a) in at least a portion of the opening (21, 21a) has an internal thread (24, 24a) which preferably has a different pitch than the internal thread (14, 14a ) of the first formwork anchor receptacle (10, 10a).
- 9. Schalungsanker gemäß Punkt 6, bei dem ein Verriegelungsmittel (17a), insbesondere zwei Haltestücke (17a), in die erste Schalungsankeraufnahme (10a) einführbar und dort fixierbar ist, insbesondere mit einem elastischen Fixiermittel (18a), zur Verriegelung eines Ankerstabs (30a) mit der Schalungsankeraufnahme (10a).9. formwork anchor according to item 6, wherein a locking means (17a), in particular two holding pieces (17a), in the first formwork anchor receptacle (10a) insertable and fixable there, in particular with an elastic fixing means (18a), for locking an anchor rod (30a ) with the formwork anchor receptacle (10a).
- 10. Schalungsanker gemäß Punkt 9, bei dem das Verriegelungsmittel (17a) Rillen (17b) aufweist, die in Rillen (34a) des Ankerstabs (30a) eingreifen.10. shuttering anchor according to item 9, wherein the locking means (17 a) grooves (17 b) which engage in grooves (34 a) of the anchor rod (30 a).
- 11. Schalungsanker gemäß einem der Punkte 6-10, bei dem an einem Endabschnitt des Kugelabschnitts (12, 12a) der ersten Schalungsankeraufnahme (10, 10a) ein Dichtelement (15, 15a) in der Öffnung (13, 13a) aufgenommen ist.11. shuttering anchor according to one of the points 6-10, wherein at one end portion of the ball portion (12, 12 a) of the first formwork anchor receptacle (10, 10 a) a sealing element (15, 15 a) in the opening (13, 13 a) is received.
- 12. Schalungsanker gemäß einem der Punkte 6-11, bei dem der Ankerstab (30, 30a) an demjenigen Ende, an dem die zweite Schalungsankeraufnahme (20, 20a) angebracht wird, eine Einschraubbegrenzung (32, 32a) aufweist.12. Formwork anchor according to one of the points 6-11, wherein the anchor rod (30, 30a) at the end to which the second formwork anchor receptacle (20, 20a) is mounted, a Einschraubbegrenzung (32, 32a).
- 13. Schalungsanker gemäß einem der Punkte 6-12, bei dem der Ankerstab (30, 30a) im Bereich des Endes, an dem die erste Schalungsankeraufnahme (10, 10a) angebracht wird, Öffnungen (35) aufweist, durch die eine Verriegelung zum Verriegeln des Ankerstabs (30, 30a) mit der ersten Schalungsankeraufnahme (10, 10a) einführbar ist.13. Formwork anchor according to one of the points 6-12, wherein the anchor rod (30, 30a) in the region of the end, on which the first formwork anchor receptacle (10, 10a) is mounted, openings (35) through which a lock for locking the anchor rod (30, 30a) with the first formwork anchor receptacle (10, 10a) is insertable.
- 14. Schalungselement (S) mit einem Abstützbauteil (40, 40a) zur Aufnahme einer Schalungsankeraufnahme (10, 10a; 20, 20a) gemäß einem der Punkte 1-5 bzw. eines Schalungsankers gemäß einem der Punkte 6-13, wobei das Abstützbauteil (40, 40a) eine Kugelpfanne (42a) zur Aufnahme des Kugelabschnitts (12, 12a) aufweist, wobei die Kugelpfanne (42a) bevorzugt an der zu einem Verfüllbereich zugewandten Seite des Schalungselements (S) angeordnet ist.14. Formwork element (S) with a supporting component (40, 40a) for receiving a formwork anchor receptacle (10, 10a, 20, 20a) according to one of the items 1-5 or a formwork anchor according to one of the points 6-13, wherein the supporting component ( 40, 40a) has a ball socket (42a) for receiving the ball portion (12, 12a), wherein the ball socket (42a) is preferably arranged on the side facing the filling area of the shuttering element (S).
-
15. Schalungselement (S) gemäß Punkt 14, bei dem in das Abstützbauteil ein Haltemittel (44, 44a, 44b) einführbar ist, zur Anbringung der jeweiligen Schalungsankeraufnahme (10, 10a; 20, 20a).15. Shuttering element (S) according to
item 14, in which a holding means (44, 44a, 44b) can be inserted into the support component, for attaching the respective shuttering anchor receptacle (10, 10a, 20, 20a).
Claims (15)
wobei die Schalungsankeraufnahmen jeweils einen im Wesentlichen zylinderförmigen Abschnitt (11; 21) mit einer Öffnung (13, 13a; 23, 23a) zur Einführung des Ankerstabs (30, 30a) sowie einen Kugelabschnitt (12, 12a; 22, 22a) zur Abstützung gegen ein Schalungselement (S) aufweisen,
und die erste Schalungsankeraufnahme (10, 10a) an einem ersten Ende des Schalungsankers (30, 30a) und die zweite Schalungsankeraufnahme (20) an einem zweiten Ende des Schalungsankers (30, 30a) anbringbar sind.Formwork anchor with an anchor rod (30, 30a) and a first formwork anchor receptacle (10, 10a) and a second formwork anchor receptacle (20, 20a),
the formwork anchor receptacles each having a substantially cylindrical portion (11; 21) with an opening (13, 13a; 23, 23a) for insertion of the anchor rod (30, 30a) and a ball portion (12, 12a; 22, 22a) for support against have a formwork element (S),
and the first formwork anchor receptacle (10, 10a) can be attached to a first end of the formwork anchor (30, 30a) and the second formwork anchor receptacle (20) can be attached to a second end of the formwork anchor (30, 30a).
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE102013211490.7A DE102013211490A1 (en) | 2013-06-19 | 2013-06-19 | Formwork anchor receptacle, formwork anchor and formwork element for receiving this |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP2816175A1 true EP2816175A1 (en) | 2014-12-24 |
| EP2816175B1 EP2816175B1 (en) | 2020-01-15 |
Family
ID=50943186
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP14172715.6A Active EP2816175B1 (en) | 2013-06-19 | 2014-06-17 | Shuttering tie holder, shuttering tie as well as shuttering element for receiving the same |
Country Status (5)
| Country | Link |
|---|---|
| US (2) | US9222271B2 (en) |
| EP (1) | EP2816175B1 (en) |
| CA (2) | CA2854173C (en) |
| DE (1) | DE102013211490A1 (en) |
| ES (1) | ES2782598T3 (en) |
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| US2172461A (en) * | 1936-08-24 | 1939-09-12 | Anthony C Fischer | Form clamp |
| DE9412556U1 (en) * | 1994-08-04 | 1994-10-06 | Döllen, Heinz von, 58239 Schwerte | Clamping device |
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- 2014-06-13 CA CA3013533A patent/CA3013533C/en active Active
- 2014-06-17 EP EP14172715.6A patent/EP2816175B1/en active Active
- 2014-06-17 ES ES14172715T patent/ES2782598T3/en active Active
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2015
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| US2116597A (en) * | 1935-10-25 | 1938-05-10 | Samuel S Colt | Concrete form tie |
| US2172461A (en) * | 1936-08-24 | 1939-09-12 | Anthony C Fischer | Form clamp |
| DE9412556U1 (en) * | 1994-08-04 | 1994-10-06 | Döllen, Heinz von, 58239 Schwerte | Clamping device |
| EP2126248A1 (en) * | 2007-01-27 | 2009-12-02 | Peri GmbH | Anchor system of a concrete wall form |
| EP2060703A1 (en) | 2007-11-13 | 2009-05-20 | DOKA Industrie GmbH | Tie for shuttering |
| DE102010002128A1 (en) | 2010-02-18 | 2011-08-18 | MAG Europe GmbH, 73033 | Processing plant for workpieces |
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2016026812A1 (en) * | 2014-08-16 | 2016-02-25 | Redima Ag | Anchor device of a concrete wall form, form element, and method for mounting an anchor device |
| EP3156561A1 (en) * | 2015-07-03 | 2017-04-19 | MEVA Schalungs-Systeme GmbH | Frame formwork element |
| FR3045689A1 (en) * | 2015-12-16 | 2017-06-23 | Hussor | DEVICE FOR MAINTAINING AND RELOCATING AXIAL TENSION OF A ROD |
| US10794070B2 (en) | 2015-12-18 | 2020-10-06 | Doka Gmbh | Formwork anchor receptacle |
| EP3181781A1 (en) | 2015-12-18 | 2017-06-21 | DOKA GmbH | Formwork anchor holder |
| EP3258032A1 (en) | 2016-06-17 | 2017-12-20 | ULMA C y E, S. Coop | Anchor for a vertical formwork and vertical formwork |
| WO2017216355A1 (en) | 2016-06-17 | 2017-12-21 | Ulma C Y E, S. Coop. | Anchor for a vertical formwork and vertical formwork |
| US11359391B2 (en) | 2016-06-17 | 2022-06-14 | Ulma C Y E, S. Coop. | Anchor with sealing element for a vertical formwork |
| US10815683B2 (en) | 2016-06-17 | 2020-10-27 | Ulma C Y E, S. Coop. | Vertical formwork with tie rod and tie rod anchor |
| EP3323961A1 (en) * | 2016-11-16 | 2018-05-23 | Ringer KG | Device for receiving a formwork anchor in a formwork element of a concrete wall formwork |
| EP3323962A1 (en) * | 2016-11-16 | 2018-05-23 | Ringer KG | Device for reversibly setting a formwork anchor in a formwork element of a concrete wall formwork |
| EP3385469A1 (en) | 2017-04-06 | 2018-10-10 | ULMA C y E, S. COOP. | Anchor assembly for a vertical formwork and vertical formwork |
| US10808413B2 (en) | 2017-04-06 | 2020-10-20 | Ulma C Y E, S. Coop. | Vertical formwork and an anchor for a vertical form work |
| WO2018185353A1 (en) | 2017-04-06 | 2018-10-11 | Ulma C Y E, S. Coop | Anchoring assembly for vertical formwork and vertical formwork |
| IT201900010785A1 (en) | 2019-07-03 | 2021-01-03 | Betonfer S N C Di Pangerc Aleksandra & Co | Reinforcement system for reinforced concrete walls easily performed on one side only. |
| CN110847604A (en) * | 2019-11-29 | 2020-02-28 | 宁波市鄞州金本机械有限公司 | Building templates fastening external member |
Also Published As
| Publication number | Publication date |
|---|---|
| EP2816175B1 (en) | 2020-01-15 |
| US20140374568A1 (en) | 2014-12-25 |
| CA2854173C (en) | 2018-11-27 |
| CA2854173A1 (en) | 2014-12-19 |
| DE102013211490A1 (en) | 2014-12-24 |
| CA3013533C (en) | 2020-05-05 |
| US9222271B2 (en) | 2015-12-29 |
| US20160097207A1 (en) | 2016-04-07 |
| US9803383B2 (en) | 2017-10-31 |
| ES2782598T3 (en) | 2020-09-15 |
| CA3013533A1 (en) | 2014-12-19 |
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