EP2110486B1 - Anchor point for a lift assembly - Google Patents

Anchor point for a lift assembly Download PDF

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Publication number
EP2110486B1
EP2110486B1 EP09005209.3A EP09005209A EP2110486B1 EP 2110486 B1 EP2110486 B1 EP 2110486B1 EP 09005209 A EP09005209 A EP 09005209A EP 2110486 B1 EP2110486 B1 EP 2110486B1
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EP
European Patent Office
Prior art keywords
recess
recess body
metal plate
suspension
suspension portion
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
Application number
EP09005209.3A
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German (de)
French (fr)
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EP2110486A2 (en
EP2110486A3 (en
Inventor
Harald Krüger
Stefan Portmann
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Ankaba Ankertechnik und Bauhandel AG
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Ankaba Ankertechnik und Bauhandel AG
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Publication of EP2110486A2 publication Critical patent/EP2110486A2/en
Publication of EP2110486A3 publication Critical patent/EP2110486A3/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/41Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4114Elements with sockets
    • E04B1/4142Elements with sockets with transverse hook- or loop-receiving parts
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66BELEVATORS; ESCALATORS OR MOVING WALKWAYS
    • B66B11/00Main component parts of lifts in, or associated with, buildings or other structures
    • B66B11/0005Constructional features of hoistways
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66BELEVATORS; ESCALATORS OR MOVING WALKWAYS
    • B66B7/00Other common features of elevators
    • B66B7/06Arrangements of ropes or cables
    • B66B7/08Arrangements of ropes or cables for connection to the cars or cages, e.g. couplings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G15/00Forms or shutterings for making openings, cavities, slits, or channels
    • E04G15/04Cores for anchor holes or the like around anchors embedded in the concrete
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/41Connecting devices specially adapted for embedding in concrete or masonry
    • E04B2001/4192Connecting devices specially adapted for embedding in concrete or masonry attached to concrete reinforcing elements, e.g. rods or wires

Definitions

  • Elevator mounting anchor with a hanging section for hanging shackles, hooks, ropes or the like and at least one anchoring section for pouring into a concrete ceiling.
  • load anchors which can hold loads of several tons, must be installed in the ceiling of the shaft to attach mounting platforms for mounting or maintenance of the elevator.
  • Load-tested elevator mounting anchors are known for this application.
  • An example of such an elevator mounting anchor is a preassembled combination of a shaft anchor (anchoring section) and a cable eyelet (trailer section).
  • the shaft anchor is concreted into the ceiling of the elevator shaft and shackles, hooks, ropes or the like are attached via the rope eyelet in the shaft head area.
  • the shaft anchor In order to achieve load capacities of up to 4 tons, such a shaft anchor must have a length of about 30 cm.
  • the rope eyelet projects up to 25 cm into the shaft head area.
  • Such a construction needs a ceiling thickness of at least 30 cm. Smaller versions are also known for lower ceiling thicknesses, for which there is not an unlimited amount of space for anchoring. Such smaller versions have only been tested and approved for lower loads.
  • Known cargo anchors are, for example, in DE 32 48 604 A1 , DE 36 33 633 A1 and DE 297 22 108 U1 described.
  • the object of the invention is to provide a device of the type mentioned in the introduction, in which the trailer section does not take up the space usable for the elevator and which nevertheless has a load-bearing capacity for loads of several tons.
  • the attachment section of such a device is arranged in a recess body, which is also provided for pouring into the concrete ceiling adjacent to its lower formwork and which, after removal of the formwork, creates a cavity surrounding the attachment section adjacent to the underside of the ceiling in the concrete cover.
  • the invention therefore has the advantage that the elevator assembly anchor does not protrude into the shaft head area and thereby takes up the space that can otherwise be used for the elevator.
  • the recess body is preferably elongated and has a length of 12-25 cm, preferably 15-20 cm, a width of 5-10 cm, preferably 6-8 cm, and a height of 4-10 cm, preferably 5-7 cm , on.
  • An elongated shape of the recess body makes it easier to attach shackles, hooks, ropes or the like.
  • the recess body can consist of dimensionally stable foam or the like, which after assembly by e.g. Scrapped can be removed.
  • the recess body can also be formed in a shell shape with a wall made of sheet metal or plastic. Furthermore, the recess body can be provided with means for nailing onto the formwork of the concrete ceiling.
  • the attachment section is formed by a rod which extends in two places through the wall of the recess body according to the invention into the surrounding concrete and thereby forms two anchoring sections.
  • the rod can preferably be bent downward in the region of the attachment section in order to facilitate attachment of shackles, hooks, ropes or the like.
  • the rod can at least reach elevator assembly anchors in the concrete in the area of an anchoring section.
  • Such a preferred embodiment has the advantage that the attachment and anchoring section are formed from a rod.
  • Such a device according to the invention is easy to manufacture and can be firmly connected to the recess body in order to facilitate assembly on the formwork.
  • the anchoring section comprises a metal plate lying above the recess body, which is connected to the attachment section through the wall of the recess body.
  • the attachment section has the shape of an eyelet or loop and comes to rest in the recess described above.
  • the metal plate can extend beyond the area of the recess on at least one side.
  • at least one rod is attached to the metal plate according to the invention. This stick extends, preferably on both sides, 25 - 50 cm beyond the metal plate.
  • the anchoring section comprises a shaft anchor, which is located in the concrete above the recess body and which is connected to the trailer section through the wall of the recess body.
  • the attachment section can have the shape of an eyelet or loop and comes to rest in the recess described above.
  • the attachment section can preferably be attached asymmetrically to the longitudinal axis of the recess in order to facilitate attachment of shackles, hooks, ropes or the like.
  • the device in Fig. 1 corresponds to an embodiment not according to the invention in a sectional view seen from the side and comprises a recess 1 on the underside of the concrete ceiling 3, which is formed by a shell-shaped recess body 2.
  • the recess 1 created by the recess body has a width of 5-10 cm, preferably 6-8 cm, and a height of 4-10 cm, preferably 5-7 cm.
  • the recess body 2 made of sheet metal or plastic can have, for example, a rectangular, trapezoidal or curved cross section. Before concreting the ceiling, the recess body 2 is fastened with means for nailing 5 onto the formwork 4 of the concrete ceiling 3 in order to prevent any displacement when the concrete is poured in.
  • a cavity (recess 1) formed by the recess body 2 is formed adjacent to the underside of the concrete ceiling 3. It is also conceivable that the recess body 2 consists of dimensionally stable foam or the like, which is scraped out after the demoulding and thus produces the recess 1 .
  • the embodiment of Fig. 1 further comprises a rod 6, which extends on two sides through the wall of the recess body 2 and thereby forms an attachment section 6a and two anchoring sections 6b.
  • the rod 6 is also attached to the recess body 2 before concreting the ceiling or is already firmly attached to the recess body 2 and is nailed together with this to the formwork 4.
  • the hanging section 6a comes to rest completely in the recess 1 and is bent downwards in order to facilitate hanging of shackles, hooks, ropes or the like.
  • no parts of the elevator assembly anchor protrude into the shaft head area of the elevator shaft. That leads to the whole Space of the elevator shaft to the ceiling can be used for the elevator.
  • the two ends of the rod 6 extend 25-50 cm into the concrete ceiling 3 and form the two anchoring sections 6b.
  • the rod 6 is pulled up at both ends in the region of the anchoring sections 6b in order to achieve a higher breakout resistance in the concrete ceiling.
  • loads of several tons can be carried.
  • Such a device according to the invention can be used flexibly and can be easily adapted to the respective thickness of the concrete ceiling.
  • Fig. 2 shows a supervision of the in Fig. 1 mentioned embodiment.
  • the recess body with a width of 5-10 cm, preferably 6-8 cm, is elongated with a length of 12-25 cm, preferably 15-20 cm.
  • the elongated shape allows easy attachment of shackles, hooks, ropes or the like without significantly reducing the thickness of the concrete surface over a large area. Due to the asymmetrical arrangement of the attachment section 6a in the recess 1, shackles, hooks, ropes or the like can be attached even more easily from one side.
  • the above-described embodiment has the advantage that the attachment and anchoring sections 6a, 6b are formed by one and the same rod 6, which simplifies the manufacture of the elevator assembly anchor.
  • the anchoring sections 6b can protrude as far as possible into the concrete ceiling 3. A very high breakout resistance can thus be achieved, which enables loads of several tons to be carried. Since the anchoring is led into the ceiling horizontally and not vertically, as in the case of conventional elevator mounting anchors, this embodiment can also be used in concrete ceilings of lesser strength and still carry loads of several tons.
  • the device in Fig. 3 corresponds to an embodiment of the invention and comprises a metal plate 10 lying in the concrete above the recess.
  • This metal plate 10 forms the anchoring section and can extend over the recess in order to ensure better load distribution.
  • the rod 12 extends, preferably on both sides, 25 - 50 cm above the Recess body 2 also.
  • the rod 12 is preferably attached transversely to the longitudinal direction of the recess body 2.
  • the attachment section 11 can have the shape of an eyelet or loop and is attached to the metal plate via a rod 13.
  • the trailer section 11 comes to lie asymmetrically in the recess.
  • the recess can be formed by a recess body 2 attached to the formwork 4.
  • Fig. 4 shows the in Fig. 3 mentioned embodiment seen in a sectional view from the side.
  • the attachment section 11 has the shape of an eyelet or loop and can be fastened to the rod 13 fastened to the metal plate 10 via a clamping or screw sleeve 14.
  • the asymmetrical arrangement of the attachment section 11 and the recess 1 facilitates attachment of shackles, hooks, ropes or the like.
  • the metal plate 10 can additionally be anchored by at least one rod 12 for load distribution.
  • the recess body 2 can be fastened to the formwork 4 of the concrete ceiling 3 with means for nailing 5 in order to prevent any displacement when the concrete is poured in.
  • Fig. 5 shows a supervision of the in 3 and 4 mentioned embodiment.
  • the metal plate 10 projects beyond the recess body 2 on both sides for load distribution.
  • the hanging section 11 comes to lie in the cutout 1 and is thus set into the concrete ceiling 3.
  • no part of the elevator assembly anchor projects into the shaft head area and the entire shaft head area can be used for the elevator.
  • load capacities of several tons can be achieved.
  • the dimensions of the device can be chosen so that it can also be cast into concrete ceilings of low thickness.
  • the device in Fig. 6 corresponds to an embodiment according to the invention in a sectional view seen from the side and comprises a shaft anchor 20 which is located in the concrete ceiling 3 above the recess 1 and thereby forms the anchoring section.
  • the shaft anchor 20 is through the wall of the recess body 2 through a clamping or screw sleeve 14 with the Trailer section 11 connected.
  • the attachment section 11 can have the shape of an eyelet or loop and comes to lie completely in the recess 1. Thus, the trailer section 11 does not protrude into the head region of the elevator shaft.
  • the attachment section 11 can be attached asymmetrically in order to facilitate attachment of shackles, hooks, ropes or the like.
  • the recess body 2 can be fastened to the formwork 4 of the concrete ceiling 3 with means for nailing 5 in order to prevent any displacement.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Description

TECHNISCHES GEBIETTECHNICAL AREA

Aufzugsmontageanker mit einem Anhängeabschnitt zum Anhängen von Schäkeln, Haken, Seilen oder dergleichen und mindestens einem Verankerungsabschnitt zum Eingiessen in eine Betondecke.Elevator mounting anchor with a hanging section for hanging shackles, hooks, ropes or the like and at least one anchoring section for pouring into a concrete ceiling.

STAND DER TECHNIKSTATE OF THE ART

In Aufzug-Maschinenräumen oder im Schachtkopfbereich von Aufzugsschächten müssen zum Anhängen von Montageplattformen zur Montage oder Wartung des Aufzuges in der Decke des Schachtes Lastanker angebracht werden, welche Lasten von mehreren Tonnen halten können. Für diese Anwendung sind lastgeprüfte Aufzugsmontageanker bekannt. Ein Beispiel für einen solchen Aufzugsmontageanker ist eine vormontierte Kombination aus einem Wellenanker (Verankerungsabschnitt) und einer Seilöse (Anhängeabschnitt). Der Wellenanker wird in die Decke des Aufzugsschachtes einbetoniert und das Anhängen von Schäkeln, Haken, Seilen oder dergleichen geschieht über die Seilöse im Schachtkopfbereich. Um Tragfähigkeiten von bis zu 4 Tonnen zu erreichen, muss ein solcher Wellenanker eine Länge von etwa 30 cm aufweisen. Die Seilöse ragt gemäss einem solchen Aufzugsmontageanker bis zu 25 cm in den Schachtkopfbereich hinein. Eine solche Konstruktion braucht eine Deckenstärke von mindestens 30 cm. Für geringere Deckenstärken, bei denen nicht beliebig viel Platz für die Verankerung vorhanden ist, sind auch kleinere Varianten bekannt. Solche kleinere Varianten sind aber nur für geringere Lasten geprüft und zugelassen.In elevator machine rooms or in the shaft head area of elevator shafts, load anchors, which can hold loads of several tons, must be installed in the ceiling of the shaft to attach mounting platforms for mounting or maintenance of the elevator. Load-tested elevator mounting anchors are known for this application. An example of such an elevator mounting anchor is a preassembled combination of a shaft anchor (anchoring section) and a cable eyelet (trailer section). The shaft anchor is concreted into the ceiling of the elevator shaft and shackles, hooks, ropes or the like are attached via the rope eyelet in the shaft head area. In order to achieve load capacities of up to 4 tons, such a shaft anchor must have a length of about 30 cm. According to such an elevator assembly anchor, the rope eyelet projects up to 25 cm into the shaft head area. Such a construction needs a ceiling thickness of at least 30 cm. Smaller versions are also known for lower ceiling thicknesses, for which there is not an unlimited amount of space for anchoring. Such smaller versions have only been tested and approved for lower loads.

Bekannte Lastenanker werden zum Beispiel in DE 32 48 604 A1 , DE 36 33 633 A1 und DE 297 22 108 U1 beschrieben.Known cargo anchors are, for example, in DE 32 48 604 A1 , DE 36 33 633 A1 and DE 297 22 108 U1 described.

DARSTELLUNG DER ERFINDUNGPRESENTATION OF THE INVENTION

Gegenstand der Erfindung ist es, eine Vorrichtung der eingangs genannten Art anzugeben, bei der der Anhängeabschnitt nicht den für den Aufzug verwendbaren Platz beansprucht und die dennoch eine Tragfähigkeit für Lasten von mehreren Tonnen aufweist.The object of the invention is to provide a device of the type mentioned in the introduction, in which the trailer section does not take up the space usable for the elevator and which nevertheless has a load-bearing capacity for loads of several tons.

Diese Aufgabe wird erfindungsgemäß durch den Gegenstand des Anspuchs 9, betreffend einen Aufzugsmontageanker, sowie den Gegenstand des Anspruchs 1, betreffend die Verwendung eines Ankers als Aufzugsmontageanker gelöst.This object is achieved according to the invention by the subject matter of claim 9, relating to an elevator assembly anchor, and the subject matter of claim 1, relating to the use of an anchor as an elevator assembly anchor.

Der Anhängeabschnitt einer solchen Vorrichtung ist hierzu in einem Aussparungskörper angeordnet, der ebenfalls zum Eingiessen in die Betondecke angrenzend an deren untere Schalung vorgesehen ist und der in der Betondecke nach dem Entschalen einen den Anhängeabschnitt umgebenden Hohlraum angrenzend an die Unterseite der Decke erzeugt.For this purpose, the attachment section of such a device is arranged in a recess body, which is also provided for pouring into the concrete ceiling adjacent to its lower formwork and which, after removal of the formwork, creates a cavity surrounding the attachment section adjacent to the underside of the ceiling in the concrete cover.

Die Erfindung hat demnach den Vorteil, dass der Aufzugsmontageanker nicht in den Schachtkopfbereich vorstösst und dabei den Platz beansprucht, welcher sonst für den Aufzug verwendet werden kann.The invention therefore has the advantage that the elevator assembly anchor does not protrude into the shaft head area and thereby takes up the space that can otherwise be used for the elevator.

Bevorzugt ist der Aussparungskörper länglich ausgebildet und weist eine Länge von 12 - 25 cm, vorzugsweise 15 - 20 cm, eine Breite von 5 - 10 cm, vorzugsweise 6 - 8 cm, und eine Höhe von 4 - 10 cm, vorzugsweise 5 - 7 cm, auf. Eine längliche Form des Aussparungskörper erleichtert das Anhängen von Schäkeln, Haken, Seilen oder dergleichen. Der Aussparungskörper kann aus formstabilem Schaumstoff oder dergleichen bestehen, welcher nach der Montage durch z.B. Auskratzten entfernt werden kann. Der Aussparungskörper kann auch schalenförmig mit einer Wandung aus Blech oder Kunststoff ausgebildet sein. Weiter kann der Aussparungskörper mit Mitteln zum Annageln auf der Schalung der Betondecke versehen sein.The recess body is preferably elongated and has a length of 12-25 cm, preferably 15-20 cm, a width of 5-10 cm, preferably 6-8 cm, and a height of 4-10 cm, preferably 5-7 cm , on. An elongated shape of the recess body makes it easier to attach shackles, hooks, ropes or the like. The recess body can consist of dimensionally stable foam or the like, which after assembly by e.g. Scrapped can be removed. The recess body can also be formed in a shell shape with a wall made of sheet metal or plastic. Furthermore, the recess body can be provided with means for nailing onto the formwork of the concrete ceiling.

Gemäss einer nicht erfindungsgemäßen Ausführungsform wird der Anhängeabschnitt durch einen Stab gebildet, welcher an zwei Stellen durch die Wandung des erfindungsgemässen Aussparungskörpers in den umgebenden Beton hineinreicht und dabei zwei Verankerungsabschnitte bildet. Der Stab kann vorzugsweise im Bereich des Anhängeabschnitts nach unten gebogen sein, um ein Anhängen von Schäkeln, Haken, Seilen oder dergleichen zu erleichtern. Um einen höheren Ausbruchwiderstand des Aufzugsmontageankers im Beton zu erreichen, kann der Stab im Bereich wenigstens eines Verankerungsabschnittes hochgezogen sein. Eine solche bevorzugte Ausführungsform hat den Vorteil, dass Anhänge- und Verankerungsabschnitt aus einem Stab gebildet werden. Eine solche erfindungsgemässe Vorrichtung ist leicht herzustellen und kann fest mit dem Aussparungskörper verbunden werden, um eine Montage auf der Schalung zu erleichtern.According to an embodiment not according to the invention, the attachment section is formed by a rod which extends in two places through the wall of the recess body according to the invention into the surrounding concrete and thereby forms two anchoring sections. The rod can preferably be bent downward in the region of the attachment section in order to facilitate attachment of shackles, hooks, ropes or the like. To a higher breakout resistance of the The rod can at least reach elevator assembly anchors in the concrete in the area of an anchoring section. Such a preferred embodiment has the advantage that the attachment and anchoring section are formed from a rod. Such a device according to the invention is easy to manufacture and can be firmly connected to the recess body in order to facilitate assembly on the formwork.

Erfindungsgemäß umfasst der Verankerungsabschnitt eine über dem Aussparungskörper liegende Metallplatte, welche durch die Wandung des Aussparungskörpers hindurch mit dem Anhängeabschnitt verbunden ist. Der Anhängeabschnitt weist die Form einer Öse oder Schlaufe auf und kommt in der oben beschriebenen Aussparung zu liegen. Zur Lastverteilung kann die Metallplatte auf mindestens einer Seite über den Bereich der Aussparung hinausreichen. Zur weiteren Lastverteilung wird erfindungsgemäß mindestens ein Stab an der Metallplatte befestigt. Dieser Stab reicht, vorzugsweise auf beiden Seiten, 25 - 50 cm über die Metallplatte hinaus.According to the invention, the anchoring section comprises a metal plate lying above the recess body, which is connected to the attachment section through the wall of the recess body. The attachment section has the shape of an eyelet or loop and comes to rest in the recess described above. For load distribution, the metal plate can extend beyond the area of the recess on at least one side. For further load distribution, at least one rod is attached to the metal plate according to the invention. This stick extends, preferably on both sides, 25 - 50 cm beyond the metal plate.

Gemäss einer nicht erfindungsgemäßen Ausführungsform umfasst der Verankerungsabschnitt einen Wellenanker, der sich im Beton über dem Aussparungskörper befindet und welcher durch die Wandung des Aussparungskörpers hindurch mit dem Anhängeabschnitt verbunden ist. Der Anhängeabschnitt kann die Form einer Öse oder Schlaufe aufweisen und kommt in der oben beschriebenen Aussparung zu liegen.According to an embodiment not according to the invention, the anchoring section comprises a shaft anchor, which is located in the concrete above the recess body and which is connected to the trailer section through the wall of the recess body. The attachment section can have the shape of an eyelet or loop and comes to rest in the recess described above.

Vorzugsweise kann der Anhängeabschnitt in allen Ausführungsformen asymmetrisch zur Längsachse der Aussparung angebracht sein, um ein Anhängen von Schäkeln, Haken, Seilen oder dergleichen zu erleichtern.In all embodiments, the attachment section can preferably be attached asymmetrically to the longitudinal axis of the recess in order to facilitate attachment of shackles, hooks, ropes or the like.

KURZE ERLÄUTERUNG DER FIGURENBRIEF EXPLANATION OF THE FIGURES

Die Erfindung soll nachfolgend anhand von Ausführungsbeispielen Im Zusammenhang mit der Zeichnung näher erläutert werden. Es zeigen:

Fig. 1
eine nicht erfindungsgemäße Vorrichtung mit einem Stab als Anhänge- und Verankerungsabschnitt in einer Schnittdarstellung von der Seite gesehen;
Fig. 2
die Ausführungsform von Fig. 1 in einer Aufsicht;
Fig. 3
eine Ausführungsform einer erfindungsgemässen Vorrichtung in perspektivischer Darstellung mit einer Metallplatte als Verankerunsabschnitt;
Fig. 4
eine Schnittdarstellung der Vorrichtung von Fig. 3 von der Seite gesehen;
Fig. 5
eine Aufsicht der Vorrichtung von Fig. 3;
Fig. 6
eine nicht erfindungsgemäße Vorrichtung in einer Schnittdarstellung von der Seite gesehen.
The invention will be explained in more detail below on the basis of exemplary embodiments in connection with the drawing. Show it:
Fig. 1
seen a device according to the invention with a rod as a hitch and anchoring section in a sectional view from the side;
Fig. 2
the embodiment of Fig. 1 in a supervision;
Fig. 3
an embodiment of an inventive device in perspective with a metal plate as anchoring section;
Fig. 4
a sectional view of the device of Fig. 3 seen from the side;
Fig. 5
a top view of the device of Fig. 3 ;
Fig. 6
seen a device according to the invention in a sectional view from the side.

WEGE ZUR AUSFÜHRUNG DER ERFINDUNGWAYS OF CARRYING OUT THE INVENTION

Die Vorrichtung in Fig. 1 entspricht einer nicht erfindungsgemäßen Ausführungsform in einer Schnittdarstellung von der Seite gesehen und umfasst eine Aussparung 1 an der Unterseite der Betondecke 3, welche durch einen schalenförmigen Aussparungskörper 2 gebildet wird. Die durch den Aussparungskörper entstehende Aussparung 1 weist eine Breite von 5 - 10 cm, vorzugsweise 6 - 8 cm, und eine Höhe von 4 - 10 cm, vorzugsweise 5 - 7 cm, auf. Der aus Blech oder Kunstoff hergestellte Aussparungskörper 2 kann z.B. einen rechteckigen, trapezförmigen oder gewölbten Querschnitt aufweisen. Vor dem Betonieren der Decke wird der Aussparungskörper 2 mit Mittel zum Annageln 5 auf der Schalung 4 der Betondecke 3 befestigt, um allfälliges Verschieben beim Eingiessen des Betons zu verhindern. Beim Entschalen entsteht ein durch den Aussparungskörper 2 geformter Hohlraum (Aussparung 1) angrenzend an die Unterseite der Betondecke 3. Es ist auch denkbar, dass der Aussparungskörper 2 aus formstabilem Schaumstoff oder dergleichen besteht, welcher nach dem Entschalen ausgekratzt wird und so die Aussparung 1 erzeugt.The device in Fig. 1 corresponds to an embodiment not according to the invention in a sectional view seen from the side and comprises a recess 1 on the underside of the concrete ceiling 3, which is formed by a shell-shaped recess body 2. The recess 1 created by the recess body has a width of 5-10 cm, preferably 6-8 cm, and a height of 4-10 cm, preferably 5-7 cm. The recess body 2 made of sheet metal or plastic can have, for example, a rectangular, trapezoidal or curved cross section. Before concreting the ceiling, the recess body 2 is fastened with means for nailing 5 onto the formwork 4 of the concrete ceiling 3 in order to prevent any displacement when the concrete is poured in. When demoulding, a cavity (recess 1) formed by the recess body 2 is formed adjacent to the underside of the concrete ceiling 3. It is also conceivable that the recess body 2 consists of dimensionally stable foam or the like, which is scraped out after the demoulding and thus produces the recess 1 .

Die Ausführungsform von Fig. 1 umfasst weiter einen Stab 6, welcher an zwei Seiten durch die Wandung des Aussparungskörpers 2 hindurch reicht und dabei einen Anhängeabschnitt 6a und zwei Verankerungsabschnitte 6b bildet. Der Stab 6 wird ebenfalls vor dem Betonieren der Decke am Aussparungskörper 2 befestigt oder ist bereits fest am Aussparungskörper 2 befestigt und wird zusammen mit diesem auf der Schalung 4 angenagelt. Der Anhängeabschnitt 6a kommt vollständig in der Aussparung 1 zu liegen und ist nach unten gebogen, um ein Anhängen von Schäkeln, Haken, Seilen oder dergleichen zu erleichtern. Indem der Anhängeabschnitt vollständig in die Betondecke hineinversetzt wird, ragen keine Teile des Aufzugsmontageankers in den Schachtkopfbereich des Aufzugsschachtes hinein. Das führt dazu, dass der gesamte Raum des Aufzugsschachtes bis zur Decke hin für den Aufzug verwendet werden kann. Die beiden Enden des Stabes 6 reichen 25 - 50 cm in die Betondecke 3 hinein und bilden dabei die beiden Verankerungsabschnitte 6b. Der Stab 6 ist an beiden Enden im Bereich der Verankerungsabschnitte 6b hochgezogen, um einen höheren Ausbruchwiderstand in der Betondecke zu erreichen. Je nach Länge und Dicke des Stabes können Lasten von mehreren Tonnen getragen werden. Eine solche erfindungsgemässe Vorrichtung ist flexibel einsetzbar und kann leicht der jeweiligen Stärke der Betondecke angepasst werden.The embodiment of Fig. 1 further comprises a rod 6, which extends on two sides through the wall of the recess body 2 and thereby forms an attachment section 6a and two anchoring sections 6b. The rod 6 is also attached to the recess body 2 before concreting the ceiling or is already firmly attached to the recess body 2 and is nailed together with this to the formwork 4. The hanging section 6a comes to rest completely in the recess 1 and is bent downwards in order to facilitate hanging of shackles, hooks, ropes or the like. By completely moving the trailer section into the concrete ceiling, no parts of the elevator assembly anchor protrude into the shaft head area of the elevator shaft. That leads to the whole Space of the elevator shaft to the ceiling can be used for the elevator. The two ends of the rod 6 extend 25-50 cm into the concrete ceiling 3 and form the two anchoring sections 6b. The rod 6 is pulled up at both ends in the region of the anchoring sections 6b in order to achieve a higher breakout resistance in the concrete ceiling. Depending on the length and thickness of the bar, loads of several tons can be carried. Such a device according to the invention can be used flexibly and can be easily adapted to the respective thickness of the concrete ceiling.

Fig. 2 zeigt eine Aufsicht der in Fig. 1 genannten Ausführungsform. Der Aussparungskörper mit einer Breite von 5 - 10 cm, vorzugsweise 6 - 8 cm, ist länglich mit einer Länge von 12 - 25 cm, vorzugsweise 15 - 20 cm, ausgebildet. Die längliche Form lässt ein leichtes Anhängen von Schäkeln, Haken, Seilen oder dergleichen zu, ohne die Stärke der Betondecke über eine grosse Fläche massgeblich zu verringern. Durch die asymmetrische Anordnung des Anhängeabschnitt 6a in der Aussparung 1, können Schäkel, Haken, Seile oder dergleichen noch leichter von einer Seite her angehängt werden. Fig. 2 shows a supervision of the in Fig. 1 mentioned embodiment. The recess body with a width of 5-10 cm, preferably 6-8 cm, is elongated with a length of 12-25 cm, preferably 15-20 cm. The elongated shape allows easy attachment of shackles, hooks, ropes or the like without significantly reducing the thickness of the concrete surface over a large area. Due to the asymmetrical arrangement of the attachment section 6a in the recess 1, shackles, hooks, ropes or the like can be attached even more easily from one side.

Die vorbeschriebene Ausführungsform hat den Vorteil, dass Anhänge- und Verankerungsabschnitt 6a, 6b durch ein und denselben Stab 6 gebildet werden, was die Herstellung des Aufzugsmontageankers vereinfacht. Die Verankerungsabschnitte 6b können beliebig weit in die Betondecke 3 hineinragen. Somit kann ein sehr hoher Ausbruchwiderstand erreicht werden, was das Tragen von Lasten von mehreren Tonnen ermöglicht. Da die Verankerung waagrecht und nicht senkrecht, wie bei herkömmlichen Aufzugsmontageankern, in die Decke hineingeführt wird, kann diese Ausführungsform auch in Betondecken von geringerer Stärke verwendet werden und trotzdem Lasten von mehreren Tonnen tragen.The above-described embodiment has the advantage that the attachment and anchoring sections 6a, 6b are formed by one and the same rod 6, which simplifies the manufacture of the elevator assembly anchor. The anchoring sections 6b can protrude as far as possible into the concrete ceiling 3. A very high breakout resistance can thus be achieved, which enables loads of several tons to be carried. Since the anchoring is led into the ceiling horizontally and not vertically, as in the case of conventional elevator mounting anchors, this embodiment can also be used in concrete ceilings of lesser strength and still carry loads of several tons.

Die Vorrichtung in Fig. 3 entspricht einer erfindungsgemäßen Ausführungsform und umfasst eine im Beton über der Aussparung liegende Metallplatte 10. Diese Metallplatte 10 bildet den Verankerungsabschnitt und kann über die Aussparung hinweg reichen, um eine besseren Lastverteilung zu gewährleisten. Durch das Anbringen von mindestens einem Stab 12 an der Metallplatte 10, kann eine noch besseren Lastverteilung erreicht werden. Der Stab 12 reicht, vorzugsweise auf beiden Seiten, 25 - 50 cm über den Aussparungskörper 2 hinaus. Bevorzugt wird der Stab 12 quer zur Längsrichtung des Aussparungskörpers 2 angebracht. Der Anhängeabschnitt 11 kann die Form einer Öse oder Schlaufe aufweisen und wird über einen Stab 13 an der Metallplatte befestigt. Der Anhängeabschnitt 11 kommt dabei asymmetrisch in der Aussparung zu liegen. Die Aussparung kann, wie in der ersten bevorzugten Ausführungsform genannt, durch einen auf der Schalung 4 angebrachten Aussparungskörper 2 gebildet werden.The device in Fig. 3 corresponds to an embodiment of the invention and comprises a metal plate 10 lying in the concrete above the recess. This metal plate 10 forms the anchoring section and can extend over the recess in order to ensure better load distribution. By attaching at least one rod 12 to the metal plate 10, an even better load distribution can be achieved. The rod 12 extends, preferably on both sides, 25 - 50 cm above the Recess body 2 also. The rod 12 is preferably attached transversely to the longitudinal direction of the recess body 2. The attachment section 11 can have the shape of an eyelet or loop and is attached to the metal plate via a rod 13. The trailer section 11 comes to lie asymmetrically in the recess. As mentioned in the first preferred embodiment, the recess can be formed by a recess body 2 attached to the formwork 4.

Fig. 4 zeigt die in Fig. 3 genannte Ausführungsform in einer Schnittdarstellung von der Seite gesehen. Der Anhängeabschnitt 11 weist die Form einer Öse oder Schlaufe auf und kann über eine Klemm- oder Schraubhülse 14 an dem an der Metallplatte 10 befestigten Stab 13 befestigt werden. Die asymmetrische Anordnung von Anhängeabschnitt 11 und Aussparung 1 erleichtert ein Anhängen von Schäkeln, Haken, Seilen oder dergleichen. Die Metallplatte 10 kann zur Lastverteilung zusätzlich durch mindestens einen Stab 12 verankert werden. Der Aussparungskörper 2 kann mit Mittel zum Annageln 5 auf der Schalung 4 der Betondecke 3 befestigt werden, um allfälliges Verschieben beim Eingiessen des Betons zu verhindern. Fig. 4 shows the in Fig. 3 mentioned embodiment seen in a sectional view from the side. The attachment section 11 has the shape of an eyelet or loop and can be fastened to the rod 13 fastened to the metal plate 10 via a clamping or screw sleeve 14. The asymmetrical arrangement of the attachment section 11 and the recess 1 facilitates attachment of shackles, hooks, ropes or the like. The metal plate 10 can additionally be anchored by at least one rod 12 for load distribution. The recess body 2 can be fastened to the formwork 4 of the concrete ceiling 3 with means for nailing 5 in order to prevent any displacement when the concrete is poured in.

Fig. 5 zeigt eine Aufsicht der in Fig. 3 und Fig. 4 genannten Ausführungsform. Die Metallplatte 10 ragt zur Lastverteilung auf beiden Seiten über den Aussparungskörper 2 hinaus. Fig. 5 shows a supervision of the in 3 and 4 mentioned embodiment. The metal plate 10 projects beyond the recess body 2 on both sides for load distribution.

In dieser erfindungsgemäßen Ausführungsform kommt der Anhängeabschnitt 11 in der Aussparung 1 zu liegen und ist somit in die Betondecke 3 hineinversetzt. Dadurch ragt kein Teil des Aufzugsmontageankers in den Schachtkopfbereich und der gesamte Schachtkopfbereich kann für den Aufzug verwendet werden. Durch die Metallplatte 10 und den Stab 12 können Tragfähigkeiten von mehreren Tonnen erreicht werden. Weiter können die Dimensionen der Vorrichtung so gewählt werden, dass sie auch in Betondecken von geringer Stärke eingegossen werden kann.In this embodiment according to the invention, the hanging section 11 comes to lie in the cutout 1 and is thus set into the concrete ceiling 3. As a result, no part of the elevator assembly anchor projects into the shaft head area and the entire shaft head area can be used for the elevator. Through the metal plate 10 and the rod 12, load capacities of several tons can be achieved. Furthermore, the dimensions of the device can be chosen so that it can also be cast into concrete ceilings of low thickness.

Die Vorrichtung in Fig. 6 entspricht einer nicht erfindungsgemäßen Ausführungsform in einer Schnittdarstellung von der Seite gesehen und umfasst einen Wellenanker 20, der sich in der Betondecke 3 über der Aussparung 1 befindet und dabei den Verankerungsabschnitt bildet. Der Wellenanker 20 ist durch die Wandung des Aussparungskörpers 2 hindurch über eine Klemm- oder Schraubhülse 14 mit dem Anhängeabschnitt 11 verbunden. Der Anhängeabschnitt 11 kann die Form einer Öse oder Schlaufe aufweisen und kommt vollständig in der Aussparung 1 zu liegen. Somit ragt der Anhängeabschnitt 11 nicht In den Kopfbereich des Aufzugsschachtes hinein. Weiter kann der Anhängeabschnitt 11 asymmetrisch angebracht werden, um ein Anhängen von Schäkeln, Haken, Seilen oder dergleichen zu erleichtern. Der Aussparungskörper 2 kann mit Mittel zum Annageln 5 auf der Schalung 4 der Betondecke 3 befestigt werden, um allfälliges Verschieben zu verhindern.The device in Fig. 6 corresponds to an embodiment according to the invention in a sectional view seen from the side and comprises a shaft anchor 20 which is located in the concrete ceiling 3 above the recess 1 and thereby forms the anchoring section. The shaft anchor 20 is through the wall of the recess body 2 through a clamping or screw sleeve 14 with the Trailer section 11 connected. The attachment section 11 can have the shape of an eyelet or loop and comes to lie completely in the recess 1. Thus, the trailer section 11 does not protrude into the head region of the elevator shaft. Furthermore, the attachment section 11 can be attached asymmetrically in order to facilitate attachment of shackles, hooks, ropes or the like. The recess body 2 can be fastened to the formwork 4 of the concrete ceiling 3 with means for nailing 5 in order to prevent any displacement.

BEZEICHNUNGSLISTELIST OF DESIGNATIONS

11
AussparungRecess
22nd
AussparungskörperRecess body
33rd
BetondeckeConcrete floor
44th
Schalungformwork
55
Mittel zum AnnagelnMeans for nailing
66
StabRod
6a6a
AnhängeabschnittTrailer section
6b6b
VerankerungsabschnittAnchoring section
1010th
MetallplatteMetal plate
1111
VerankerungsabschnittAnchoring section
1212th
StabRod
1313
StabRod
1414
Klemm- oder SchraubhülseClamp or screw sleeve
2020th
WellenankerShaft anchor

Claims (10)

  1. Use of an anchor having a suspension portion (6a; 11) for the suspension of shackles, hooks or cables, and at least one anchoring portion for casting into a concrete component (3), wherein the suspension portion (6a; 11) is arranged in a recess body (2) which is likewise provided for casting into the concrete component (3) adjacent to the formwork (4) thereof and which produces, in the concrete component (3), after the formwork has been stripped, a cavity (1) which surrounds the suspension portion (6a; 11) and which is adjacent to the formwork-stripped side of the concrete component, characterized in that the anchoring portion comprises a metal plate (10) which is situated above the recess body (2) and which is connected to the suspension portion (11) in the form of an eye or loop via a first bar (13) passing through the wall of the recess body (2), wherein at least one second bar (12) is fastened to the metal plate (10) for load distribution, and wherein the second bar (12) projects, preferably on both sides, by 25-50 cm beyond the metal plate (10), as lift assembly anchor in a concrete ceiling of a lift shaft, wherein the anchoring portion and the recess body are cast into the concrete ceiling such that the lift assembly anchor does not protrude into a shaft head region of the lift shaft by way of its suspension portion.
  2. Use according to Claim 1, characterized in that the recess body (2) is of elongate design.
  3. Use according to Claim 1 or 2, characterized in that the recess body (2) has a length of 12-25 cm, preferably 15-20 cm, a width of 5-10 cm, preferably 6-8 cm, and a height of 4-10 cm, preferably 5-7 cm.
  4. Use according to one of Claims 1-3, characterized in that the recess body (2) consists of a dimensionally stable foam or the like which, after assembly, can be removed by being scraped out, for example, or in that the recess body (2) is in the form of a shell and has a wall made of sheet metal or plastic.
  5. Use according to one of Claims 1-4, characterized in that the recess body (2) is provided with means for nailing (5) to the formwork (4) of the concrete ceiling (3).
  6. Use according to Claim 1, characterized in that, for load distribution, the metal plate (10) projects on at least one side beyond the region of the recess (1) .
  7. Use according to either of Claims 1 and 2, characterized in that the bar (12) projects on both sides by 25-50 cm beyond the metal plate (10).
  8. Use according to one of Claims 1-7, characterized in that the suspension portion (6a; 11) is mounted asymmetrically to the longitudinal axis of the recess (1) in order to facilitate suspension from one side.
  9. Lift assembly anchor having a suspension portion (11) for the suspension of shackles, hooks or cables, and at least one anchoring portion for casting into a concrete ceiling (3), wherein the suspension portion (11) is arranged in a recess body (2) which is likewise provided for casting into the concrete ceiling (3) adjacent to the lower formwork (4) thereof and which produces, in the concrete ceiling (3), after the formwork has been stripped, a cavity (1) which surrounds the suspension portion (11) and which is adjacent to the underside of the ceiling, characterized in that the anchoring portion comprises a metal plate (10) which is situated above the recess body (2) and which is connected to the suspension portion (11) in the form of an eye or loop via a first bar (13) passing through the wall of the recess body (2), wherein at least one second bar (12) is fastened to the metal plate (10) for load distribution, wherein the second bar (12) projects, preferably on both sides, by 25-50 cm beyond the metal plate (10), and wherein the lift assembly anchor, in the assembled state, does not protrude into a shaft head region of the lift shaft by way of its suspension portion (11).
  10. Lift assembly anchor according to Claim 14, characterized in that the suspension portion (11) is mounted asymmetrically to the longitudinal axis of the recess (1) in order to facilitate suspension from one side.
EP09005209.3A 2008-04-16 2009-04-09 Anchor point for a lift assembly Active EP2110486B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CH00591/08A CH718496B1 (en) 2008-04-16 2008-04-16 elevator mounting anchor.

Publications (3)

Publication Number Publication Date
EP2110486A2 EP2110486A2 (en) 2009-10-21
EP2110486A3 EP2110486A3 (en) 2012-10-03
EP2110486B1 true EP2110486B1 (en) 2020-03-25

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ID=40790837

Family Applications (1)

Application Number Title Priority Date Filing Date
EP09005209.3A Active EP2110486B1 (en) 2008-04-16 2009-04-09 Anchor point for a lift assembly

Country Status (2)

Country Link
EP (1) EP2110486B1 (en)
CH (1) CH718496B1 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202010010127U1 (en) 2010-07-12 2011-10-24 Pfeifer Seil- Und Hebetechnik Gmbh Deposit box and use of a deposit box
BR112014009603B1 (en) 2011-10-31 2021-09-21 Inventio Ag LOADING STRAP BOX AND PROCESS FOR THE PRODUCTION OF AN ANCHORAGE DEVICE
FR3018087B1 (en) * 2014-02-28 2018-06-15 Lesage Developpement WALL COMPRISING A SECURE OPENING, DEVICE FOR FORMING SUCH AN OPENING AND METHOD OF MANUFACTURING SUCH A WALL
CN104328804B (en) * 2014-11-10 2016-03-23 苏州多固工程设计有限公司 Brace type deformed concrete crack sealing swaging die
CN106049883A (en) * 2016-05-23 2016-10-26 中交第航务工程局有限公司 Novel lifting point construction process for concrete components
DE102016118883A1 (en) * 2016-10-05 2018-04-05 Georg Weidner Weldable concrete loop

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2167274A5 (en) * 1972-01-11 1973-08-24 Arteon Marcel Cast panels contg inserts -eg anchorage bolts temporarily - located during casting between split plastic (gps) shells
DE3248604A1 (en) * 1982-12-30 1984-07-12 Gebr. Seifert GmbH & Co, 5880 Lüdenscheid Device for suspending concrete building elements or the like from the load hooks of cranes or the like
DE3633633A1 (en) * 1986-10-03 1988-06-16 Modersohn Gmbh & Co Kg Wilh Attachment point for fastening a fall-preventing means
DE29722108U1 (en) * 1997-12-16 1999-04-15 Pfeifer Seil- und Hebetechnik GmbH & Co, 87700 Memmingen Precast concrete and transport anchor for the transport of this precast concrete

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
EP2110486A2 (en) 2009-10-21
CH718496B1 (en) 2022-10-14
EP2110486A3 (en) 2012-10-03

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