EP0525661A1 - Shuttering for concrete construction and method for the manufacturing of the shuttering - Google Patents

Shuttering for concrete construction and method for the manufacturing of the shuttering Download PDF

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Publication number
EP0525661A1
EP0525661A1 EP92112650A EP92112650A EP0525661A1 EP 0525661 A1 EP0525661 A1 EP 0525661A1 EP 92112650 A EP92112650 A EP 92112650A EP 92112650 A EP92112650 A EP 92112650A EP 0525661 A1 EP0525661 A1 EP 0525661A1
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EP
European Patent Office
Prior art keywords
formwork
profile sections
dovetail
shaped
profile
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Granted
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EP92112650A
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German (de)
French (fr)
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EP0525661B1 (en
Inventor
Claude Meyers
Ludwig Penzkofer
Heribert Hiendl
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    • 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
    • E04G13/00Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • 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
    • E04B1/16Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/165Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with elongated load-supporting parts, cast in situ
    • 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
    • E04G15/06Forms or shutterings for making openings, cavities, slits, or channels for cavities or channels in walls of floors, e.g. for making chimneys
    • E04G15/061Non-reusable forms
    • 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
    • E04G9/00Forming or shuttering elements for general use
    • E04G9/02Forming boards or similar elements
    • E04G9/06Forming boards or similar elements the form surface being of metal

Definitions

  • the invention relates to a formwork for concrete construction according to the preamble of claim 1 and to a device for producing this formwork.
  • Formwork elements are known, in particular also those for quiver formwork (DE-GM 90 01 890.7), which are made from a formwork material which has a dovetail-shaped profile.
  • This formwork material which is designed as a flat material, preferably as a steel sheet with the profiling, has, among other things.
  • this also has the advantage of an improved integration in the concrete, so that in the formwork material remaining in the concrete between two adjoining concrete components in the area of this formwork material, a transition that is significantly improved in static and dynamic terms is achieved.
  • the invention is based on the object, while maintaining the aforementioned advantages, form a formwork so that, if necessary, a simple and unproblematic connection of two ends of the formwork material is possible.
  • the formwork material is reshaped in the area of one of two ends to be connected to one another such that the profile obtained after reshaping in the area of this end fits into the dovetail-shaped profile sections of the other end, i.e. a connection of the two ends is possible by placing these ends on or pushing them together.
  • the connection area the two ends overlap with the original, unchanged dovetail-shaped profile sections and with the reshaped profile sections.
  • the particularly advantageous dovetail-shaped profiling ultimately remains fully retained at least on one side of the formwork.
  • the reshaping is preferably chosen so that the reshaped end can be pressed onto the non-reshaped end in a slightly clamping or push-button manner.
  • the reshaped profile is, for example, a triangular, trapezoidal or similar undercut-free profile, preferably an at least approximately rectangular or square profile.
  • the formwork according to the invention is preferably designed in such a way that the formwork material is angled or bent at least once or several times, in accordance with a crease line running perpendicular to the profile, with no bending being provided in the deformed area of the formwork material.
  • 1 is a formwork material which is formed by a plurality of strips 2 of a profiled steel sheet which are connected to one another.
  • the strips 2 are held together or connected to one another at their longitudinal edges by specially shaped, form-fitting interlocking profile sections 3 and 4. Otherwise, the strips 2 are provided with a dovetail-shaped profile, i.e. in the embodiment shown, each strip 2 has two dovetail-shaped profile sections 5 which, in the illustration selected for FIGS. 1-3, protrude over a plane E, in the area of which the profile sections 3 and 4 are provided, and which extend in the longitudinal direction of the strips 2, i.e. extend parallel to the profile sections 3 and 4 and thus perpendicular to the drawing plane of FIGS. 1-3.
  • the profile sections 5 On its side remote from plane E, the profile sections 5 have a greater width a. In the area of level E, the Profilab cuts 5 a smaller width b.
  • the space 6 between the profile sections 5 likewise forms a dovetail profile which is identical to the profile of the profile sections 5, ie has the greater width A in the region of the plane E and the smaller width b at a distance from this plane.
  • the formwork material 1 can easily be bent perpendicularly to the longitudinal extent of the strips 2 or the profile sections 5, in particular without the material being widened.
  • a length of formwork material 1 is used which has a total of four strips 2 connected to one another via the profile sections 3 and 4.
  • the formwork material is then bent at a total of four areas 8 perpendicular to the profiling, which is easily possible due to the dovetail profile, since the inclined sides of this profile can approach plane E when buckling.
  • the profile of the formwork material is to be attached to one end of the blank 7', i.e. 2 such that the formwork material at this end 9 has a rectangular profile instead of the dovetail-shaped profile, with rectangular profile sections 10 where the profile sections 5 were originally provided, the rectangular profile sections 10 in the plane E has a width b which is approximately equal to the width b.
  • the spaces 11 between the profile sections have a width a 'which is approximately equal to the width a.
  • This reshaping of the formwork material at the end 9 makes it possible to connect the end 9 to the other end of the bent formwork material or the blank 7 'to form the formwork element 7, namely by inserting each profile section 10 into a profile section 5, as is also shown in detail in FIG. 3.
  • the two ends 9 and 12 are already held together with a clamp fit. Rivets or other fastening elements 13 are also used for fixing.
  • the formwork element 7 can preferably be supplied to the place of use by the manufacturer in the form of the blank 7 'with the end 9 already formed.
  • a shaping tool which consists of a stamp-like tool part 15 and a suitable die, is used to deform the end 9.
  • the forming tool 14 is designed so that the end of a strip 2 can be formed with it. For this purpose, the material is inserted between the two tool parts 15 and 16. Forming takes place by closing the tool.
  • the forming tool 14 is preferably designed at the same time as a cutting and punching tool, with which the material forming the formwork element 7 or the blank 7 ′ is cut or separated to the required length and openings for the fastening means 13 are punched in.
  • the formwork material 1 is formed by a plurality of relatively narrow strips 2 which are connected to one another, the forces required for the forming tool 14 during the forming are relatively small.
  • the formwork material 1 or the strips 2 each have openings 17 in the corners formed by the dovetail-shaped profile or in the corners of the profile sections 5, which in the longitudinal direction of the strips 2, i.e. 1 are provided in succession in the axial direction perpendicular to the plane of the drawing in FIG. 1 and have an effective cross section which is selected such that air enclosed in profile sections 5 or part of these profile sections can escape during concreting, a noteworthy or disruptive passage of concrete but does not occur at these openings 17.

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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)
  • Moulds, Cores, Or Mandrels (AREA)

Abstract

The invention relates to a novel design of shuttering for concrete construction, manufactured using a blank of shuttering material in the form of a flat material, in particular sheet steel, which has a dovetail-shaped profiling, the latter being formed by first dovetail-shaped profile sections extending in a first axial direction of the material and likewise dovetail-shaped first intermediate spaces lying in between. <IMAGE>

Description

Die Erfindung bezieht sich auf eine Schalung für den Betonbau gemäß Oberbegriff Patentanspruch 1 sowie auf eine Vorrichtung zum Herstellen dieser Schalung.The invention relates to a formwork for concrete construction according to the preamble of claim 1 and to a device for producing this formwork.

Bekannt sind Schalungselemente, insbes. auch solche für Köcherschalungen (DE-GM 90 01 890.7), die aus einem Schalungsmaterial hergestellt sind, welche eine schwalbenschwanzförmige Profilierung aufweist.Formwork elements are known, in particular also those for quiver formwork (DE-GM 90 01 890.7), which are made from a formwork material which has a dovetail-shaped profile.

Dieses Schalungsmaterial, welches als Flachmaterial, vorzugsweise als Stahlblech mit der Profilierung ausgebildet ist, hat u.a. den Vorteil, daß sich dieses Schalungsmaterial trotz einer ausreichenden Steifigkeit für die Herstellung der Schalung bzw. eines Schalungselementes auch um eine quer bzw. senkrecht zur Profilierung verlaufende Biegelinie biegen bzw. abwinkeln läßt, ohne daß eine Verbreiterung des Materials beim Biegen oder Knicken im Bereich der Biegelinie auftritt, wie dies bei einer anderen Profilierung, beispielsweise bei einer wellenförmigen Profilierung, d.h. bei einer wellenblechartigen Ausbildung des Schalungsmaterials der Fall wäre.This formwork material, which is designed as a flat material, preferably as a steel sheet with the profiling, has, among other things. the advantage that this formwork material can be bent or angled about a transverse or perpendicular to the profile bending line despite sufficient rigidity for the production of the formwork or a formwork element without widening the material when bending or kinking in the area of Bending line occurs, as is the case with another profiling, for example with a wavy profiling, ie would be the case with a corrugated sheet-like design of the formwork material.

Durch die schwalbenschwanzförmige Profilierung des Schalungsmaterials hat dieses darüberhinaus auch den Vorteil einer verbesserten Einbindung im Beton, so daß bei im Beton verbleibendem Schalungsmaterial zwischen zwei im Bereich dieses Schalungsmaterials aneinander anschließenden Betonbauteilen ein in statischer und in dynamischer Hinsicht wesentlich verbesserter Übergang erreicht wird.Due to the dovetail-shaped profiling of the formwork material, this also has the advantage of an improved integration in the concrete, so that in the formwork material remaining in the concrete between two adjoining concrete components in the area of this formwork material, a transition that is significantly improved in static and dynamic terms is achieved.

Der Erfindung liegt die Aufgabe zugrunde, unter Beibehaltung der vorgenannten Vorteile eine Schalung so auszubilden, daß im Bedarfsfall auch ein einfaches und unproblematisches Anschließen zweier Enden des Schalungsmaterials möglich ist.The invention is based on the object, while maintaining the aforementioned advantages, form a formwork so that, if necessary, a simple and unproblematic connection of two ends of the formwork material is possible.

Zur Lösung dieser Aufgabe ist eine Schalung entsprechend dem kennzeichnenden Teil des Patentanspruches 1 ausgebildet.To solve this problem, a formwork is formed according to the characterizing part of claim 1.

Bei der erfindungsgemäßen Schalung ist das Schalungsmaterial im Bereich eines von zwei miteinander zu verbindenden Enden derart umgeformt, daß das nach der Umformung im Bereich dieses Endes erhaltene Profil in die schwalbenschwanzförmigen Profilabschnitte des anderen Endes paßt, d.h. ein Verbinden der beiden Enden durch Aufeinanderlegen bzw. Aufeinanderdrücken dieser Enden möglich ist. Im Verbindungsbereich überlappen sich die beiden Enden mit den ursprünglichen, unveränderten schwalbenschwanzförmigen Profilabschnitten sowie mit den umgeformten Profilabschnitten. Auch im Bereich dieser Verbindung bleibt somit letztlich zumindest an einer Seite der Schalung die besonders vorteilhafte schwalbenschwanzförmige Profilierung voll erhalten.In the formwork according to the invention, the formwork material is reshaped in the area of one of two ends to be connected to one another such that the profile obtained after reshaping in the area of this end fits into the dovetail-shaped profile sections of the other end, i.e. a connection of the two ends is possible by placing these ends on or pushing them together. In the connection area, the two ends overlap with the original, unchanged dovetail-shaped profile sections and with the reshaped profile sections. In the area of this connection, the particularly advantageous dovetail-shaped profiling ultimately remains fully retained at least on one side of the formwork.

Die Umformung ist vorzugsweise so gewählt, daß das umgeformte Ende auf das nicht umgeformte Ende leicht klemmend oder druckknopfartig aufgedrückt werden kann.The reshaping is preferably chosen so that the reshaped end can be pressed onto the non-reshaped end in a slightly clamping or push-button manner.

Das umgeformte Profil ist beispielsweise ein dreieckförmiges, trapezförmiges oder dergleichen hinterschneidungsloses Profil, bevorzugt ein zumindest annähernd rechteckförmiges oder quadratisches Profil.The reshaped profile is, for example, a triangular, trapezoidal or similar undercut-free profile, preferably an at least approximately rectangular or square profile.

Bevorzug ist die erfindungsgemäße Schalung so ausgebildet, daß das Schalungsmaterial wenigstens einmal oder aber mehrfach abgewinkelt bzw. abgebogen ist, und zwar entsprechend einer senkrecht zur Profilierung verlaufenden Knicklinie, wobei im umgeformten Bereich des Schalungsmaterials keine Abwinklung vorgesehen ist.The formwork according to the invention is preferably designed in such a way that the formwork material is angled or bent at least once or several times, in accordance with a crease line running perpendicular to the profile, with no bending being provided in the deformed area of the formwork material.

Weiterbildungen der Erfindung sind Gegenstand der Unteransprüche.Developments of the invention are the subject of the dependent claims.

Die Erfindung wird im Folgenden anhand der Figuren an einem Ausführungsbeispiel näher erläutert. Es zeigen:

  • Fig. 1 in Schnittdarstellung ein Schalungsmaterial gemäß der Erfindung;
  • Fig. 2 in ähnlicher Darstellung wie Fig. 1 ein umgeformtes Verbindungs-Ende des Schalungsmaterials gemäß Fig. 1;
  • Fig. 3 zwei miteinander verbundene Enden des Schalungsmaterials;
  • Fig. 4 in perspektivischer Darstellung ein Rohling einer aus dem Schalungsmaterial durch vierfaches Abwinkeln hergestelltes Schalungselement, vor dem Verbinden der beiden Zuschnitt-Enden;
  • Fig. 5 die Schalung nach Fig. 4 nach dem Verbinden der beiden Enden:
  • Fig. 6 in vereinfachter Darstellung und im Schnitt ein Umform-Werkzeug.
The invention is explained in more detail below with reference to the figures using an exemplary embodiment. Show it:
  • Figure 1 is a sectional view of a formwork material according to the invention.
  • FIG. 2 in a representation similar to FIG. 1, a deformed connecting end of the formwork material according to FIG. 1;
  • Fig. 3 two interconnected ends of the formwork material;
  • 4 shows a perspective view of a blank of a formwork element produced from the formwork material by bending it four times before connecting the two blank ends;
  • 5 shows the formwork according to FIG. 4 after connecting the two ends:
  • Fig. 6 in a simplified representation and in section, a forming tool.

In den Figuren ist 1 ein Schalungsmaterial, welches von mehreren, miteinander verbundenen Streifen 2 eines profilierten Stahlbleches gebildet sind. In der Figur 1 sind nur zwei Streifen 2 wiedergegeben. Die Streifen 2 sind an ihren Längskanten durch speziell geformte, formschlüssig ineinandergreifende Profilabschnitte 3 und 4 aneinander gehalten bzw. miteinander verbunden. Ansonsten sind die Streifen 2 mit einer schwalbenschwanzförmigen Profilierung versehen, d.h. jeder Streifen 2 besitzt bei der dargestellten Ausführungsform zwei schwalbenschwanzförmige Profilabschnitte 5, die bei der für die Figuren 1 - 3 gewählten Darstellung über eine Ebene E, in deren Bereich die Profilabschnitte 3 und 4 vorgesehen sind, vorstehen und sich in Längsrichtung der Streifen 2, d.h. parallel zu den Profilabschnitten 3 und 4 und damit senkrecht zu der Zeichenebene der Figuren 1 - 3 erstrecken.In the figures, 1 is a formwork material which is formed by a plurality of strips 2 of a profiled steel sheet which are connected to one another. In Figure 1, only two strips 2 are shown. The strips 2 are held together or connected to one another at their longitudinal edges by specially shaped, form-fitting interlocking profile sections 3 and 4. Otherwise, the strips 2 are provided with a dovetail-shaped profile, i.e. in the embodiment shown, each strip 2 has two dovetail-shaped profile sections 5 which, in the illustration selected for FIGS. 1-3, protrude over a plane E, in the area of which the profile sections 3 and 4 are provided, and which extend in the longitudinal direction of the strips 2, i.e. extend parallel to the profile sections 3 and 4 and thus perpendicular to the drawing plane of FIGS. 1-3.

An ihrer der Ebene E entfernt liegenden Seite besitzen die Profilabschnitte 5 eine größere Breite a. Im Bereich der Ebene E besitzen die Profilabschnitte 5 eine kleinere Breite b. Der Zwischenraum 6 zwischen den Profilabschnitten 5 bildet ebenfalls ein Schwalbenschwanzprofil, welches mit dem Profil der Profilabschnitte 5 identisch ist, d.h. im Bereich der Ebene E die größere Breite A und im Abstand von dieser Ebene die kleinere Breite b besitzt.On its side remote from plane E, the profile sections 5 have a greater width a. In the area of level E, the Profilab cuts 5 a smaller width b. The space 6 between the profile sections 5 likewise forms a dovetail profile which is identical to the profile of the profile sections 5, ie has the greater width A in the region of the plane E and the smaller width b at a distance from this plane.

Durch das Schwalbenschwanzprofil läßt sich das Schalungsmaterial 1 ohne Schwierigkeiten senkrecht zur Längserstreckung der Streifen 2 bzw. der Profilabschnitte 5 knicken, insbesondere auch ohne daß eine Verbreiterung des Materials. Hierdurch ist es möglich, geschlossene Schalungselemente, beispielsweise das Schalungselement 7 der Fig. 5 für Köcherschalungen herzustellen. Hierfür wird beispielsweise entsprechend der Fig. 4 eine Länge eines Schalungsmaterials 1 verwendet, welches insgesamt vier über die Profilabschnitte 3 und 4 miteinander verbundene Streifen 2 aufweist. Das Schalungsmaterial wird dann an insgesamt vier Bereichen 8 senkrecht zur Profilierung geknickt, was durch das Schwalbenschwanzprofil ohne weiteres möglich ist, da sich beim Knicken die schrägen Seiten dieses Profils der Ebene E annähern können. Um den in der Fig. 7 dargestellten Rohling 7' an den beiden Enden des geknickten Schalungsmaterials 1 zu der Schalung 7 verbinden zu können, ist das Profil des Schalungsmaterial an dem einen Ende des Rohlings 7', d.h. im Bereich des dortigen Endes 9 entsprechend der Fig. 2 derart umgeformt, daß das Schalungsmaterial an diesem Ende 9 anstelle der schwalbenschwanzförmigen Profilierung eine rechteckförmige Profilierung aufweist, und zwar mit Rechteckprofilabschnitten 10 dort, wo ursprünglich die Profilabschnitte 5 vorgesehen waren, wobei die Rechteckprofilabschnitte 10 in der Ebene E eine Breite b besitzen, die in etwa gleich der Breite b ist. Die Zwischenräume 11 zwischen den Profilabschnitten besitzen eine Breite a', die in etwa gleich der Breite a ist. Durch diese Umformung des Schalungsmaterials am Ende 9 ist es möglich, das Ende 9 mit dem anderen Ende des geknickten Schalungsmaterials bzw. des Rohlings 7' zu dem Schalungselement 7 zu verbinden, und zwar dadurch, daß jeder Profilabschnitt 10 in einen Profilabschnitt 5 eingeschoben wird, wie dies auch in der Fig. 3 im Detail dargestellt ist. Die beiden Enden 9 und 12 sind dabei bereits mit Klemmsitz aneinander gehalten. Zur Fixierung werden noch Nieten oder andere Befestigungselemente 13 verwendet.Due to the dovetail profile, the formwork material 1 can easily be bent perpendicularly to the longitudinal extent of the strips 2 or the profile sections 5, in particular without the material being widened. This makes it possible to produce closed formwork elements, for example the formwork element 7 of FIG. 5 for quiver formwork. For this purpose, for example, according to FIG. 4, a length of formwork material 1 is used which has a total of four strips 2 connected to one another via the profile sections 3 and 4. The formwork material is then bent at a total of four areas 8 perpendicular to the profiling, which is easily possible due to the dovetail profile, since the inclined sides of this profile can approach plane E when buckling. In order to be able to connect the blank 7 'shown in Fig. 7 to the formwork 7 at both ends of the bent formwork material 1, the profile of the formwork material is to be attached to one end of the blank 7', i.e. 2 such that the formwork material at this end 9 has a rectangular profile instead of the dovetail-shaped profile, with rectangular profile sections 10 where the profile sections 5 were originally provided, the rectangular profile sections 10 in the plane E has a width b which is approximately equal to the width b. The spaces 11 between the profile sections have a width a 'which is approximately equal to the width a. This reshaping of the formwork material at the end 9 makes it possible to connect the end 9 to the other end of the bent formwork material or the blank 7 'to form the formwork element 7, namely by inserting each profile section 10 into a profile section 5, as is also shown in detail in FIG. 3. The two ends 9 and 12 are already held together with a clamp fit. Rivets or other fastening elements 13 are also used for fixing.

Bei geringem, notwendigem Transportvolumen kann das Schalungselement 7 bevorzugt in Form des Rohlings 7' mit bereits umgeformten Ende 9 vom Hersteller an den Verwendungsort geliefert werden.With a small, necessary transport volume, the formwork element 7 can preferably be supplied to the place of use by the manufacturer in the form of the blank 7 'with the end 9 already formed.

Zum Umformen des Endes 9 dient ein Formwerkzeug, welches aus einem stempelartigen Werkzeugteil 15 und einer passenden Matrize besteht. Das Umformwerkzeug 14 ist so ausgeführt, daß mit ihm jeweils das Ende eines Streifens 2 umgeformt werden kann. Hierfür wird das Material zwischen die beiden Werkzeugteile 15 und 16 eingelegt. Durch das Schließen des Werkzeugs erfolgt das Umformen. Bevorzugt ist das Umformwerkzeug 14 gleichzeitig als Schneid- und Stanzwerkzeug ausgebildet, mit dem das das Schalungselement 7 bzw. den Rohling 7' bildende Material auf die erforderliche Länge abgeschnitten bzw. getrennt und Öffnungen für die Befestigungsmittel 13 eingestanzt werden.A shaping tool, which consists of a stamp-like tool part 15 and a suitable die, is used to deform the end 9. The forming tool 14 is designed so that the end of a strip 2 can be formed with it. For this purpose, the material is inserted between the two tool parts 15 and 16. Forming takes place by closing the tool. The forming tool 14 is preferably designed at the same time as a cutting and punching tool, with which the material forming the formwork element 7 or the blank 7 ′ is cut or separated to the required length and openings for the fastening means 13 are punched in.

Dadurch, daß das Schalungsmaterial 1 von mehreren, miteinander verbundenen relativ schmalen Streifen 2 gebildet ist, sind die für das Umform- werkzeug 14 beim Umformen notwendigen Kräfte relativ klein.Because the formwork material 1 is formed by a plurality of relatively narrow strips 2 which are connected to one another, the forces required for the forming tool 14 during the forming are relatively small.

Wie in der Fig. 1 bei 17 angedeutet ist, weisen das Schalungsmaterial 1 bzw. die Streifen 2 jeweils in den von der schwalbenschwanzförmigen Profilierung gebildeten Ecken bzw. in den Ecken der Profilabschnitte 5 Öffnungen 17 auf, die in Längsrichtung der Streifen 2, d.h. in der Achsrichtung senkrecht zur Zeichenebene der Fig. 1 aufeinanderfolgend vorgesehen sind und einen effektiven Querschnitt aufweisen, der so gewählt ist, daß beim Betonieren zwar in den Profilabschnitten 5 oder einem Teil dieser Profilabschnitte eingeschlossene Luft entweichen kann, ein nennenswerter bzw. störender Durchtritt von Beton an diesen Öffnungen 17 aber nicht auftritt.As indicated in Fig. 1 at 17, the formwork material 1 or the strips 2 each have openings 17 in the corners formed by the dovetail-shaped profile or in the corners of the profile sections 5, which in the longitudinal direction of the strips 2, i.e. 1 are provided in succession in the axial direction perpendicular to the plane of the drawing in FIG. 1 and have an effective cross section which is selected such that air enclosed in profile sections 5 or part of these profile sections can escape during concreting, a noteworthy or disruptive passage of concrete but does not occur at these openings 17.

Die Erfindung wurde voranstehend an einem Ausführungsbeispiel beschrieben. Es versteht sich, daß Änderungen sowie Abwandlungen möglich sind, ohne daß dadurch der der Erfindung zugrundeliegende Erfindungsgedanke verlassen wird.The invention has been described above using an exemplary embodiment. It goes without saying that changes and modifications are possible without thereby departing from the inventive idea on which the invention is based.

Claims (9)

1. Schalung für den Betonbau, hergestellt unter Verwendung eines Zuschnitts eines Schalungsmaterials in Form eines Flachmaterials, insbes. Stahlblechs, welches eine schwalbenschwanzförmige Profilierung aufweist, die von ersten, sich in einer ersten Achsrichtung des Materials erstreckenden, schwalbenschwanzförmigen Profilabschnitten (5) und dazwischenliegenden, ebenfalls schwalbenschwanzförmigen ersten Zwischenräumen (6) gebildet ist, dadurch gekennzeichnet, daß zum Verbinden zweier in der ersten Achsrichtung aufeinanderfolgenden Enden (9, 12) des Schalungsmaterials an einem Ende die schwalbenschwanzförmige Profilierung (5, 6) in eine Profilierung (10, 11) umgeformt ist, die anstelle der schwalbenschwanzförmigen ersten Profilabschnitte (5) zweite Profilabschnitte mit dazwischenliegenden zweiten Zwischenräumen (11) derart aufweist, daß das mit der umgeformten Profilierung versehene Ende (9) mit seiner Profilierung in einer quer zur dortigen Ebene des Schalungsmaterials verlaufenden Achsrichtung in die schwalbenschwanzförmige Profilierung am anderen Ende einführbar ist, und daß zur Verbindung jeweils ein zweiter, umgeformter Profilabschnitt in einen ersten, schwalbenschwanzförmigen Profilabschnitt eingreift.1. Formwork for concrete construction, produced using a blank of a formwork material in the form of a flat material, in particular steel sheet, which has a dovetail-shaped profile, the first, extending in a first axial direction of the material, dovetail-shaped profile sections (5) and in between, dovetail-shaped first gaps (6) are also formed, characterized in that, in order to connect two ends (9, 12) of the formwork material that follow one another in the first axial direction, the dovetail-shaped profiling (5, 6) is formed into a profiling (10, 11) at one end which, instead of the dovetail-shaped first profile sections (5), also have second profile sections in between has the second gaps (11) such that the end (9) provided with the reshaped profiling can be inserted with its profiling in an axial direction transverse to the plane of the formwork material there into the dovetail-shaped profiling at the other end, and that a second connection is provided for each connection , deformed profile section engages in a first, dovetail-shaped profile section. 2. Schalung nach Anspruch 1, dadurch gekennzeichnet, daß die zweiten Profilabschnitte (10) hinterschneidungslose Profilabschnitte sind.2. Formwork according to claim 1, characterized in that the second profile sections (10) are undercut profile sections. 3. Schalung nach Anspruch 1, dadurch gekennzeichnet, daß die zweiten Profilabschnitte (10) rechteckförmige Profilabschnitte mit dazwischenliegenden rechteckförmigen Zwischenräumen sind3. Formwork according to claim 1, characterized in that the second profile sections (10) are rectangular profile sections with intermediate rectangular spaces 4. Schalung nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, daß der Zuschnitt des Schalungsmaterials durch mehrfaches Abwinkeln bzw. Abbiegen um jeweils eine Biegelinie, die in einer zweiten Achsrichtung quer bzw. senkrecht zur ersten Achsrichtung verläuft, in einen Rohling (7') für ein in sich geschlossenes Schalungselement (7) geformt ist, wobei an einem Ende (9) des Zuschnitts (1) die schwalbenschwanzförmige Profilierung in die umgeformte Profilierung umgeformt ist.4. Formwork according to one of claims 1 to 3, characterized in that the cutting of the formwork material by multiple bending or bending around a bending line which is transverse or perpendicular to the first axial direction in a second axial direction, in a blank (7 ' ) is formed for a self-contained formwork element (7), the dovetail-shaped profile being formed into the shaped profile at one end (9) of the blank (1). 5. Schalung nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, daß die ersten, schwalbenschwanzförmigen Profilabschnitte (5) eine erste, größere Breite (a) und eine zweite, kleinere Breite (b) aufweisen, und daß die umgeformten zweiten Profilabschnitte (10) eine Breite (b') besitzen, die in etwa gleich der Breite der ersten Profilabschnitte ist.5. Formwork according to one of claims 1 to 4, characterized in that the first, dovetail-shaped profile sections (5) have a first, larger width (a) and a second, smaller width (b), and that the deformed second profile sections (10 ) have a width (b ') which is approximately equal to the width of the first profile sections. 6. Schalung nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, daß die umgeformten, zweiten Profilabschnitte (10) einen Abstand (a') voneinander aufweisen, der in etwa gleich der größeren Breite (a) der ersten, schwalbenschwanzförmigen Profilabschnitte (5) ist.6. Formwork according to one of claims 1 to 5, characterized in that the reshaped, second profile sections (10) have a distance (a ') from one another which is approximately equal to the greater width (a) of the first, dovetail-shaped profile sections (5) is. 7. Schalung nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, daß das Flachmaterial aus wenigstens zwei Streifen (2) besteht, die die ersten bzw. zweiten Profilabschnitte (5, 10) aufweisen und an ihren Rändern durch hakenartie dritte und vierte Profilabschnitte (3, 4) miteinander verbunden sind.7. Formwork according to one of claims 1 to 6, characterized in that the flat material consists of at least two strips (2) which have the first and second profile sections (5, 10) and at their edges by hook type third and fourth profile sections ( 3, 4) are interconnected. 8. Schalung nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, daß im Bereich der Ecken der ersten bzw. zweiten Profilabschnitte (5, 10) Öffnungen (17) im Material vorgesehen sind.8. Formwork according to one of claims 1 to 7, characterized in that openings (17) are provided in the material in the region of the corners of the first or second profile sections (5, 10). 9. Vorrichtung zum Herstellen einer Schalung nach einem der Ansprüche 1 bis 8, gekennzeichnet durch seine Ausbildung als Umform- werkzeug (14) bestehend aus wenigstens zwei Werkzeugteilen, von denen das eine Werkzeugteil (15) stempelartig und das andere Werkzeugteil (16) matrizenartig ausgebildet sind, derart, daß die Werkzeugteile im geschlossenen Zustand des Werkzeugs zwischen sich einen das umgeformte Profil definierenden Werkzeugspalt bilden.9. Device for producing a formwork according to one of claims 1 to 8, characterized by its design as a forming tool (14) consisting of at least two tool parts, of which one tool part (15) is stamp-like and the other tool part (16) is shaped like a matrix are such that the tool parts form a tool gap defining the formed profile between them in the closed state of the tool.
EP19920112650 1991-07-27 1992-07-24 Shuttering for concrete construction and method for the manufacturing of the shuttering Expired - Lifetime EP0525661B1 (en)

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DE9109283U DE9109283U1 (en) 1991-07-27 1991-07-27 Formwork for concrete construction and device for producing the formwork

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CN1317467C (en) * 2004-07-23 2007-05-23 张作明 Steel reinforced concrete filling composite body structure

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DE9406373U1 (en) * 1994-04-16 1994-06-30 DSD Dillinger Stahlbau GmbH, 66386 St Ingbert Formwork sheet
DE20114520U1 (en) * 2001-09-03 2001-12-20 Mauer-Kromer GmbH, 42579 Heiligenhaus Bolt work for a safe door
DE20303851U1 (en) 2003-03-11 2003-05-22 MSL Mathieu Schalungssysteme und Lufttechnische Komponenten GmbH, 66625 Nohfelden Shuttering panel for concrete, has edge flanges for stabilising open faces of panel

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FR578807A (en) * 1924-03-17 1924-10-04 New reinforced concrete reinforcement
CH171632A (en) * 1933-07-17 1934-09-15 Ryf Eggler Hans Process for the production of a plaster of paris, which is suitable for receiving a wet, firmly adhering layer of cement or other similar material after solidification.
GB1202653A (en) * 1968-03-04 1970-08-19 Andre Chas Construction elements
FR2333107A1 (en) * 1975-11-28 1977-06-24 Le Clercq Pierre Metal shuttering of adjacent sheet sections - has toothed edges on webs formed by folding sheet parts
DE9001890U1 (en) * 1990-02-01 1990-06-21 Max Frank GmbH & Co KG, 8448 Leiblfing Formwork for concrete construction

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US4695033A (en) * 1985-10-19 1987-09-22 Shin Nihon Kohan Co., Ltd. Modular panel for mold

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Publication number Priority date Publication date Assignee Title
FR578807A (en) * 1924-03-17 1924-10-04 New reinforced concrete reinforcement
CH171632A (en) * 1933-07-17 1934-09-15 Ryf Eggler Hans Process for the production of a plaster of paris, which is suitable for receiving a wet, firmly adhering layer of cement or other similar material after solidification.
GB1202653A (en) * 1968-03-04 1970-08-19 Andre Chas Construction elements
FR2333107A1 (en) * 1975-11-28 1977-06-24 Le Clercq Pierre Metal shuttering of adjacent sheet sections - has toothed edges on webs formed by folding sheet parts
DE9001890U1 (en) * 1990-02-01 1990-06-21 Max Frank GmbH & Co KG, 8448 Leiblfing Formwork for concrete construction

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1317467C (en) * 2004-07-23 2007-05-23 张作明 Steel reinforced concrete filling composite body structure

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EP0525661B1 (en) 1996-12-11
DE4224473C2 (en) 2000-05-25
DE9109283U1 (en) 1991-10-24
DE4224473A1 (en) 1993-01-28

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