DE2304040A1 - ARTIFICIAL STONE ANCHOR PROFILE BEAM - Google Patents

ARTIFICIAL STONE ANCHOR PROFILE BEAM

Info

Publication number
DE2304040A1
DE2304040A1 DE19732304040 DE2304040A DE2304040A1 DE 2304040 A1 DE2304040 A1 DE 2304040A1 DE 19732304040 DE19732304040 DE 19732304040 DE 2304040 A DE2304040 A DE 2304040A DE 2304040 A1 DE2304040 A1 DE 2304040A1
Authority
DE
Germany
Prior art keywords
artificial stone
profile
coupling
carrier
anchor profile
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.)
Pending
Application number
DE19732304040
Other languages
German (de)
Inventor
Stefan Dipl Ing Doemoek
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.)
Mannesmann Leichtbau GmbH
Original Assignee
Mannesmann Leichtbau GmbH
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Mannesmann Leichtbau GmbH filed Critical Mannesmann Leichtbau GmbH
Priority to DE19732304040 priority Critical patent/DE2304040A1/en
Priority to AT364473A priority patent/AT320256B/en
Priority to CH591873A priority patent/CH562382A5/de
Priority to CA173,960A priority patent/CA991880A/en
Priority to NL7308261A priority patent/NL7308261A/xx
Priority to FR7321820A priority patent/FR2190141A5/fr
Priority to DD17162273A priority patent/DD104827A5/xx
Priority to SE7308847A priority patent/SE391365B/en
Priority to IT5096673A priority patent/IT986204B/en
Priority to JP7089473A priority patent/JPS4963146A/ja
Publication of DE2304040A1 publication Critical patent/DE2304040A1/en
Pending legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E04G21/142—Means in or on the elements for connecting same to handling apparatus
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801—Separate fastening elements
    • E04F13/0832—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements
    • E04F13/0853—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements adjustable perpendicular to the wall
    • E04F13/0855—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements adjustable perpendicular to the wall adjustable in several directions, one of which is perpendicular to the wall

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Railway Tracks (AREA)

Description

"Kunststeinankerprofilträger" Die Erfindung betrifft einen Kunststeinankerprofilträger, bestehend aus Steg und mindestens einem Profilkopf gemäß Patentanmeldung P 22 31 060.7. "Artificial stone anchor profile carrier" The invention relates to an artificial stone anchor profile carrier, Consisting of a web and at least one profile head according to patent application P 22 31 060.7.

Ein Kunststeinankerprofilträger der eingangs beschriebenen Art ist bekannt. Als Nachteil hat sich herausgestellt, daß hohe Kantenpressungen, die zum Ausbrechen des Kunst steines führen können, sich dann nicht vermeiden lassen, wenn bei Verbindung von Kunststeinankerprofilträger und Kunststeinkupplungsprofilträger die Zugkraft des hieran angeschlagenen Transportmittels nicht in Richtung, sondern in einem Winkel zur Y-Achse des Kunststeinankerprofilträgers angreift. Als weiterer Nachteil der bekannten Kunststeinankerprofilträger hat sich herausgestellt, daß umfangreiche und kostspielige Schalungsarbeiten vor dem Eingießen des Kunststeinankerprofilträgers erforderlich sind, um nach dem Vergießen und Erstarren des Kunststeines den Profilkopf des Kunststeinankerprofilträgers frei von Kunststein zu haben.An artificial stone anchor profile carrier of the type described above is known. A disadvantage has been found that high edge pressures that lead to Breaking out of the artificial stone cannot be avoided if with connection of artificial stone anchor profile carrier and artificial stone coupling profile carrier the pulling force of the means of transport attached to it is not in the direction, but attacks at an angle to the Y-axis of the artificial stone anchor profile support. As another Disadvantage of the known artificial stone anchor profile carrier has been found that extensive and expensive formwork work before pouring the artificial stone anchor profile beam are necessary to the profile head after the casting and solidification of the artificial stone of the artificial stone anchor profile carrier free of artificial stone.

Es ist die Aufgabe dieser Erfindung, einen Kunststeinankerprofilträger zu schaffen, bei dem die zuvor geschilderten Nachteile nicht auftreten.It is the object of this invention to provide an artificial stone anchor profile support to create in which the disadvantages outlined above do not occur.

Diese Aufgabe wird dadurch gelöst, daß am Steg rechtwinklig oder annähernd rechtwinklig zu diesem im Abstand vom Profilkopf zwei flanschartige Kunststeinkupplungsträgerabstützlippen einander gegenständig angeordnet sind. Hierdurch wird erreicht, daß im Falle des Angriffes der Zugkraft des Transportmittels abweichend von der Y-Achse des Kunststeinankerprofilträgers der Kunststeinkupplungsprofilträger stets ein gutes Widerlager und eine sichere Abstützfläche findet. Die Druckkräfte greifen nicht mehr direkt den Kunststein an, sondern werden über die Kunststeinkupplungsträgerabstützlippen sicher abgeleitet.This object is achieved in that at right angles or approximately on the web at right angles to this at a distance from the profile head two flange-like artificial stone coupling support support lips are arranged opposite one another. This ensures that in the case of Attack of the tensile force of the means of transport deviating from the Y-axis of the artificial stone anchor profile carrier the artificial stone coupling profile girder always has a good abutment and a safe one Finds support surface. The pressure forces no longer directly attack the artificial stone, but are safely diverted via the artificial stone coupling carrier support lips.

Kantenpressungen können nicht mehr auftreten.Edge pressures can no longer occur.

Nach einer weiteren Ausführung der Erfindung sind die freien Flanken der Kunststeinkupplungsträgerabstützlippen parallel zum Profilkopf abgewinkelt oder abgebogen und die Höhe der Flanken gleich oder größer als der Abstand zwischen Kupplung -trägerabstützlippen und der Oberkante des Profilkopfes.According to a further embodiment of the invention, the free flanks are the artificial stone coupling carrier support lips angled parallel to the profile head or bent and the height of the flanks equal to or greater than the distance between the coupling -beam support lips and the upper edge of the profile head.

Hierdurch wird erreicht, daß der Kupplungsankerprofilträger vor dem Vergießen nicht mehr eingeschalt zu werden braucht.This ensures that the coupling anchor profile carrier before Shedding no longer needs to be switched on.

Nach dem Erstarren des Kunststeines liegt der Profilkopf des Kunststeinankerprofilträgers frei, so daß zu Zwecken des Transportes und der Montage der Kunststeinkupplungsträger ohne besondere Ausschalungsarbeiten vorzunehmen mit dem Profilkopf des Kunststeinankerprofilträgers verbunden werden kann.After the artificial stone has solidified, the profile head of the artificial stone anchor profile support is located free, so that for purposes of transport and assembly of the artificial stone coupling carrier without performing any special formwork with the profile head of the artificial stone anchor profile carrier can be connected.

Ein Ausführungsbeispiel der Erfindung ist in den Figuren 1 und 2 dargestellt und wird im folgenden näher beschrieben. In ein Kunststeinelement 4 ist ein Kunststeinankerprofilträger 5, bestehend aus einem Steg 1, zwei Profilköpfen 2, 2' und zwei flanschartigen Kunststeinkupplungsträgerabstützlippen 3, 3' derart eingebettet, daß die dem Profilkopf 2 zugewandten Flächen der Kunststeinkupplungsträgerabstützlippen 3, 3' nicht von dem Kunststein bedeckt werden. Die freien Flanken 8, 8' der Kunststeinkupplungsträgerabstützlippen 3, 3' sind parallel zum Profilkopf 2 abgebogen. Ein C-förmiger Kunststeinkupplungsprofilträger 6 umgreift mit seinen Lippen 7, 7' den Profilkopf 2 des Kunststeinankerprofilträgers. Es sind aber auch andere Kupplungselemente denkbar. Bei Angriff der Zugkraft abweichend von der Y-Achse de s des Kunststeinankerprofilträgers 5 legt sich die dem Kupplungselement zugewandte Fläche der Lippe 7 bzw. 7' des Kunststeinkupplungsprofilträgers 6 an die Kunststeinkupplungsträgerabstützlippe 3 bzw 3' des Kunststeinankerprofilträgers 5 an. Kantenpressungen und punktförmige Belastungen des Kunststeines können nicht mehr auftreten. Die abgebogenen freien Flanken 8, 8' verhindern ein Eindringen des noch fließfähigen Kunststeines in dem Bereich zwischen Profilkopf 2 und Kunststeinkupplungsträgerabstützlippen 3, 3' während des Fertigungsvorganges bis zum Erstarren des Kunststeines.An exemplary embodiment of the invention is shown in FIGS. 1 and 2 and is described in more detail below. In an artificial stone element 4 is an artificial stone anchor profile carrier 5, consisting of a web 1, two profile heads 2, 2 'and two flange-like artificial stone coupling carrier support lips 3, 3 ' embedded in such a way that the surfaces facing the profile head 2 the artificial stone coupling support support lips 3, 3 'are not covered by the artificial stone will. The free flanks 8, 8 'of the artificial stone coupling carrier support lips 3, 3' are bent parallel to the profile head 2. A C-shaped artificial stone coupling profile beam 6 engages around the profile head 2 of the artificial stone anchor profile carrier with its lips 7, 7 '. However, other coupling elements are also conceivable. Deviating when the tensile force is applied from the Y-axis de s of the artificial stone anchor profile carrier 5 lies the coupling element facing surface of the lip 7 or 7 'of the artificial stone coupling profile carrier 6 the artificial stone coupling carrier support lip 3 or 3 'of the artificial stone anchor profile carrier 5 at. Edge pressures and point loads on the artificial stone cannot occur more. The bent free flanks 8, 8 'prevent the penetration of the still flowable artificial stone in the area between the profile head 2 and artificial stone coupling support support lips 3, 3 'during the manufacturing process until the artificial stone solidifies.

- Patentansprüche -- patent claims -

Claims (2)

Patentansprüche : 9 Kunststeinankerprofilträger, bestehend aus Steg und mindestens einem Profilkopf gemäß Patentanmeldung P 22 31 060.7, dadurch gekennzeichnet, daß am Steg (1) rechtwinklig oder annähernd rechtwinklig zu diesem im Abstand vom Profilkopf (2) zwei flanschartige Kunststeinkupplungsträgerabstützlippen (3, 3') einander gegenständig angeordnet sind. Claims: 9 artificial stone anchor profile beams, consisting of web and at least one profile head according to patent application P 22 31 060.7, characterized in that that at the web (1) at right angles or approximately at right angles to this at a distance from Profile head (2) two flange-like artificial stone coupling carrier support lips (3, 3 ') are arranged opposite one another. 2. Kunststeinankerprofilträger gemäß Anspruch 1, dadurch gekennzeichnet, daß die freien Flanken (8, 8') der Kunststeinkupplungsträgerabstützlippen (3, 3') parallel zum Profilkopf (2) abgewinkelt oder abgebogen sind und die Höhe der Flanken (8, 8') gleich oder größer ist als der Abstand zwischen Kupplungsträgerabstützlippen (3, 3') und der Oberkante des Profilkopfes (2).2. artificial stone anchor profile carrier according to claim 1, characterized in that that the free flanks (8, 8 ') of the artificial stone coupling carrier support lips (3, 3') are angled or bent parallel to the profile head (2) and the height of the flanks (8, 8 ') is equal to or greater than the distance between the coupling carrier support lips (3, 3 ') and the upper edge of the profile head (2). L e e r s e i t eL e r s e i t e
DE19732304040 1972-06-24 1973-01-27 ARTIFICIAL STONE ANCHOR PROFILE BEAM Pending DE2304040A1 (en)

Priority Applications (10)

Application Number Priority Date Filing Date Title
DE19732304040 DE2304040A1 (en) 1973-01-27 1973-01-27 ARTIFICIAL STONE ANCHOR PROFILE BEAM
AT364473A AT320256B (en) 1972-06-24 1973-04-25 Kit made of beams of different profiles for transporting, laying and fastening artificial stone elements and coupling element for the anchor profile beams of such a kit
CH591873A CH562382A5 (en) 1972-06-24 1973-04-25
CA173,960A CA991880A (en) 1972-06-24 1973-06-13 Structural unit consisting of beams and connecting elements for transporting and anchoring structural slabs
NL7308261A NL7308261A (en) 1972-06-24 1973-06-14
FR7321820A FR2190141A5 (en) 1972-06-24 1973-06-15
DD17162273A DD104827A5 (en) 1972-06-24 1973-06-18
SE7308847A SE391365B (en) 1972-06-24 1973-06-21 DEVICE WITH BARS WITH DIFFERENT KINDS OF PROFILING FOR TRANSPORT, Alignment AND FIXING OF ART STONE TILES
IT5096673A IT986204B (en) 1972-06-24 1973-06-22 STRUCTURAL KIT OF BEAMS AND COUPLING ELEMENTS FOR ARTIFICIAL STONES
JP7089473A JPS4963146A (en) 1972-06-24 1973-06-25

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE19732304040 DE2304040A1 (en) 1973-01-27 1973-01-27 ARTIFICIAL STONE ANCHOR PROFILE BEAM

Publications (1)

Publication Number Publication Date
DE2304040A1 true DE2304040A1 (en) 1974-08-01

Family

ID=5870138

Family Applications (1)

Application Number Title Priority Date Filing Date
DE19732304040 Pending DE2304040A1 (en) 1972-06-24 1973-01-27 ARTIFICIAL STONE ANCHOR PROFILE BEAM

Country Status (1)

Country Link
DE (1) DE2304040A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0132524A2 (en) * 1983-07-27 1985-02-13 Deha Ankersysteme GmbH & Co. KG Connection element to be screwed into a cylindrical anchor embedded in a precast concrete part
US5469675A (en) * 1988-07-11 1995-11-28 Arteon; Marcel Anchoring piece, in particular for concrete

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0132524A2 (en) * 1983-07-27 1985-02-13 Deha Ankersysteme GmbH & Co. KG Connection element to be screwed into a cylindrical anchor embedded in a precast concrete part
US4615554A (en) * 1983-07-27 1986-10-07 Deha Baubedarf Gmbh & Co. Kg Screw-in fastener for a tubular anchor embedded in a concrete element
EP0132524A3 (en) * 1983-07-27 1986-12-30 Deha Ankersysteme GmbH & Co. KG Connection element to be screwed into a cylindrical anchor embedded in a precast concrete part
US5469675A (en) * 1988-07-11 1995-11-28 Arteon; Marcel Anchoring piece, in particular for concrete

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Legal Events

Date Code Title Description
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