EP0532908B1 - Shutter element for joints - Google Patents

Shutter element for joints Download PDF

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Publication number
EP0532908B1
EP0532908B1 EP92113761A EP92113761A EP0532908B1 EP 0532908 B1 EP0532908 B1 EP 0532908B1 EP 92113761 A EP92113761 A EP 92113761A EP 92113761 A EP92113761 A EP 92113761A EP 0532908 B1 EP0532908 B1 EP 0532908B1
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EP
European Patent Office
Prior art keywords
joint
shuttering
parts
element according
curved structure
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Expired - Lifetime
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EP92113761A
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German (de)
French (fr)
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EP0532908A1 (en
EP0532908B2 (en
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Willibald Fischer
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66—Sealings
    • E04B1/68—Sealings of joints, e.g. expansion joints
    • E04B1/6806—Waterstops

Definitions

  • the invention relates to a joint formwork element for concrete structures of the type explained in the preamble of claim 1.
  • Such a joint formwork element is known from DE-A-1 259 546.
  • the holder for the joint tape of the known joint formwork element consists of at least two parts, one of the holder parts being connected to a plate-shaped formwork part made of expanded metal.
  • the joint tape is held to a central thickening of the joint tape by form-fitting adaptation of each of the two mounting parts. Due to the elasticity of the Eugen bands, which are usually made of rubber, the formwork panels can easily twist out of their aligned alignment, so that they form an acute or obtuse angle with one another. This complicates the work with the known joint formwork element.
  • bracket parts consist of four angular strips, two of the strips are attached to the formwork parts and the other two strips act as counter bearings, and are attached to the strips of the formwork parts by screws or rivets, including a central transverse web of the joint tape.
  • the invention is therefore based on the object of providing a joint formwork element which is simple to manufacture and easy to handle.
  • the basket-like bracket construction provided according to the invention creates a rigid connection between the two formwork parts and maintains it during the formwork work.
  • the joint tape is only inserted into the basket-like bracket construction and has no holding function for holding the joint formwork element together.
  • the joint formwork element according to the invention is particularly simple to manufacture if the bracket structure according to claim 2 consists of a U-shaped curved grid mat.
  • the joint tape can be held in the bracket structure without further attachment.
  • the material described in claim 4 can be used particularly well for the formwork parts, since this allows the parts of the joint formwork element to be aligned with one another and welded to one another in a simple manner.
  • the angle bars according to claim 5 be provided.
  • the configuration according to claim 6 ensures that the joint tape remains stretched over its entire width and, for example, does not bend under the effect of the concrete pressure.
  • the configuration according to claim 7 further improves the position of the joint tape in the interior of the bracket construction.
  • FIG. 1 shows two plate-shaped, rectangular formwork parts 2a and 2b, which are only shown schematically for reasons of clarity, and an intermediate, basket-like stirrup structure 3 as a holder for a joint tape, likewise not shown in FIG. 1, for reasons of clarity.
  • the basket-like bracket structure 3 consists of a bracket part with a U-shaped cross section, which was bent from a mesh mat, preferably a structural steel mat.
  • the bracket part has two legs 3a and 3b, which extend transversely to the level of the formwork parts 2a, 2b and are each connected to one of the formwork parts.
  • the two legs 3a, 3b are connected to one another via a web 3c.
  • the formwork parts 2a and 2b each consist of a sheet 4 made of expanded metal, on the two surfaces of which metal rods 5 and 6 are welded. Both the metal bars 5 on one surface and the metal bars 6 on the other surface are spaced apart and parallel to one another, but the bars 5 on one of the surfaces parallel to the bracket part and the bars 6 on the other surface of the expanded metal panel 4 perpendicular to the bracket part run.
  • the bracket part is welded to the formwork parts 2a, 2b in such a way that the formwork parts 2a, 2b meet vertically and approximately in the middle of the legs 3a and 3b of the bracket part.
  • the length of the web 3c and the length of the legs 3a, 3b of the bracket part are so matched to the dimensions of a conventional joint tape 7 made of rubber or the like that the joint tape 7 can be sunk at least with its entire width into the interior of the bracket part and there by means of Friction of its thickening on the legs 3a, 3b is kept.
  • the lattice mat used for the bracket part is bent in such a way that the longitudinal bars point outwards.
  • the mesh mat is cut to size so that one of its longitudinal bars is located approximately in the middle of the legs 3a and 3b.
  • the formwork parts 2a and 2b are also cut in such a way that one of the longitudinal bars 5 runs on the longitudinal edge lying against the bracket part. With the help of these two longitudinal bars, the formwork parts 2a, 2b can then be welded securely and at right angles to the legs 3a, 3b of the bracket part.
  • angle bars 8a, 8b depends on the desired stiffening.
  • the joint formwork element according to the invention can be used in the same way as known joint formwork elements, ie. initially be formed as part of a formwork for a first concrete part that is adjacent to the joint. Is this first concrete part created, i.e. pouring the concrete on one side of the formwork parts 2a, 2b, including half the leg length of the legs 3a, 3b of the bracket part and half the width of the joint tape 7, the second of the concrete parts adjacent to the joint can be poured.
  • the basket-like bracket construction can have a different cross-section or also from individual ones Brackets exist that are individually connected to the respective formwork parts. However, it is important that the bracket construction has an open wall so that the joint tape can be embedded in the concrete. The angle bars are not absolutely necessary. Otherwise, other known stiffeners can be used. Instead of the wire, clips or the like can be used to hold the bent legs of the stirrup construction together.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Percussion Or Vibration Massage (AREA)
  • Heterocyclic Carbon Compounds Containing A Hetero Ring Having Oxygen Or Sulfur (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Operating, Guiding And Securing Of Roll- Type Closing Members (AREA)
  • Liquid Crystal (AREA)
  • Seal Device For Vehicle (AREA)
  • Revetment (AREA)
  • Glass Compositions (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

A shuttering element (1) for joints in concrete constructions is described, having two sheet-like shuttering parts (2a, 2b) and, lying in between and fastened on the shuttering parts (2a, 2b), a securing means (3) for a joint strip (water bar) (7). In order to be able to handle such a shuttering element (1) for joints better and more easily and for production to be simple, it is proposed to provide a cage-like bow construction (3) as the securing means. The cage-like bow construction (3) has two legs (3a, 3b) which extend transversely with respect to the shuttering parts (2a, 2b) and are connected to each other. In each case one of the legs (3a, 3b) is connected to in each case one of the shuttering parts (2a, 2b). <IMAGE>

Description

Die Erfindung bezieht sich auf ein Fugenschalungselement für Betonkonstruktionen der im Oberbegriff von Anspruch 1 erläuterten Art.The invention relates to a joint formwork element for concrete structures of the type explained in the preamble of claim 1.

Ein derartiges Fugenschalungselement ist aus der DE-A-1 259 546 bekannt. Die Halterung für das Fugenband des bekannten Fugenschalungselementes besteht jeweils aus wenigstens zwei Teilen, wobei jeweils eines der Halterungsteile mit einem plattenförmigen Schalungsteil aus Streckmetall verbunden wurde. In einem Ausführungsbeispiel wird das Fugenband durch formschlüssige Anpassung jeder der beiden Halterungsteile an eine mittige Verdickung des Fugenbandes gehalten. Durch die Elastizität der meist aus Gummi bestehenden Eugenbänder können sich die Schalungstafeln jedoch ohne weiteres aus ihrer fluchtenden Ausrichtung verdrehen, so daß sie einen spitzen bzw. stumpfen Winkel miteinander einschließen. Dies erschwert die Arbeit mit dem bekannten Fugenschalungselement.Such a joint formwork element is known from DE-A-1 259 546. The holder for the joint tape of the known joint formwork element consists of at least two parts, one of the holder parts being connected to a plate-shaped formwork part made of expanded metal. In one embodiment, the joint tape is held to a central thickening of the joint tape by form-fitting adaptation of each of the two mounting parts. Due to the elasticity of the Eugen bands, which are usually made of rubber, the formwork panels can easily twist out of their aligned alignment, so that they form an acute or obtuse angle with one another. This complicates the work with the known joint formwork element.

In einem weiteren Ausführungsbeispiel bestehen die Halterungsteile aus vier winkelförmigen Leisten, wobei zwei der Leisten an den Schalungsteilen befestigt sind und die beiden anderen Leisten als Gegenlager wirken, und durch Schrauben oder Nieten unter Einschluß eines mittigen Quersteges des Fugenbandes an den Leisten der Schalungsteile befestigt werden. Dieses Ausführungsbeispiel ist relativ aufwendig herzustellen und darüber hinaus trotzdem nicht gegen ein Verwinkeln seiner beiden Schalungsteile und Zusammendrücken des Fugenbandes geschützt.In a further embodiment, the bracket parts consist of four angular strips, two of the strips are attached to the formwork parts and the other two strips act as counter bearings, and are attached to the strips of the formwork parts by screws or rivets, including a central transverse web of the joint tape. This embodiment is relatively complex to manufacture and, moreover, still not against angling it protected both formwork parts and compressing the joint tape.

Der Erfindung liegt somit die Aufgabe zugrunde, ein Fugenschalungselement bereit zu stellen, das einfach herzustellen und einfach zu handhaben ist.The invention is therefore based on the object of providing a joint formwork element which is simple to manufacture and easy to handle.

Die Aufgabe wird durch die im Anspruch 1 angegebenen Merkmale gelöst.The object is achieved by the features specified in claim 1.

Durch die erfindungsgemäß vorgesehene korbartige Bügelkonstruktion wird eine starre Verbindung zwischen den beiden Schalungsteilen geschaffen und während der Schalungsarbeiten aufrechterhalten. Das Fugenband wird in die korbartige Bügelkonstruktion lediglich eingelegt und hat keinerlei Haltefunktion für den Zusammenhalt des Fugenschalungselementes.The basket-like bracket construction provided according to the invention creates a rigid connection between the two formwork parts and maintains it during the formwork work. The joint tape is only inserted into the basket-like bracket construction and has no holding function for holding the joint formwork element together.

Besonders einfach ist das erfindungsgemäße Fugenschalungselement herzustellen, wenn die Bügelkonstruktion gemäß Anspruch 2 aus einer U-förmig gebogenen Gittermatte besteht.The joint formwork element according to the invention is particularly simple to manufacture if the bracket structure according to claim 2 consists of a U-shaped curved grid mat.

Durch die Maßnahme nach Anspruch 3 kann das Fugenband ohne weitere Befestigung in der Bügelkonstruktion gehalten werden.By the measure according to claim 3, the joint tape can be held in the bracket structure without further attachment.

Für die Schalungsteile ist besonders gut das in Anspruch 4 beschriebene Material verwendbar, da dadurch die Teile des Fugenschalungselementes auf einfache Weise gegeneinander ausgerichtet und miteinander verschweißt werden können.The material described in claim 4 can be used particularly well for the formwork parts, since this allows the parts of the joint formwork element to be aligned with one another and welded to one another in a simple manner.

Zusätzlich können zur inneren Versteifung des Fugenschalungselements und zur weiteren Befestigung der Bügelkonstruktion die Winkelstäbe gemäß Anspruch 5 vorgesehen werden.In addition, for the internal stiffening of the joint formwork element and for further fastening of the bracket construction, the angle bars according to claim 5 be provided.

Durch die Ausgestaltung nach Anspruch 6 wird sichergestellt, daß das Fugenband in seiner gesamten Breite aufgespannt bleibt und sich beispielsweise nicht unter der Wirkung des Betondruckes abwinkelt.The configuration according to claim 6 ensures that the joint tape remains stretched over its entire width and, for example, does not bend under the effect of the concrete pressure.

Durch die Ausgestaltung nach Anspruch 7 wird die Lagesicherung des Fugenbandes im Inneren der Bügelkonstruktion noch weiter verbessert.The configuration according to claim 7 further improves the position of the joint tape in the interior of the bracket construction.

Ein Ausführungsbeispiel der Erfindung wird nachfolgend anhand der Zeichnungen näher erläutert. Es zeigen:

  • Fig. 1 eine perspektivische, vereinfachte Darstellung des erfindungsgemäßen Fugenschalungselementes, und
  • Fig. 2 den Schnitt II/II aus Figur 1.
An embodiment of the invention is explained below with reference to the drawings. Show it:
  • Fig. 1 is a perspective, simplified representation of the joint formwork element according to the invention, and
  • 2 shows section II / II from FIG. 1.

Aus Figur 1 ist ein Fugenschalungselement 1 ersichtlich, das zwei aus Gründen der Übersichtlichkeit nur schematisch dargestellte, plattenförmige, rechteckige Schalungsteile 2a und 2b und eine dazwischenliegende, korbartige Bügelkonstruktion 3 als Halterung für ein aus Übersichtlichkeitsgründen in Figur 1 ebenfalls nicht gezeichnetes Fugenband zeigt. Die korbartige Bügelkonstruktion 3 besteht aus einem Bügelteil mit einem U-förmigen Querschnitt, das aus einer Gittermatte, bevorzugt einer Baustahlmatte, gebogen wurde. Das Bügelteil weist zwei Schenkel 3a und 3b auf, die sich quer zur Ebene der Schalungsteile 2a, 2b erstrecken und mit jeweils einem der Schalungsteile verbunden sind. Die beiden Schenkel 3a, 3b sind untereinander über einen Steg 3c verbunden.A joint formwork element 1 can be seen from FIG. 1, which shows two plate-shaped, rectangular formwork parts 2a and 2b, which are only shown schematically for reasons of clarity, and an intermediate, basket-like stirrup structure 3 as a holder for a joint tape, likewise not shown in FIG. 1, for reasons of clarity. The basket-like bracket structure 3 consists of a bracket part with a U-shaped cross section, which was bent from a mesh mat, preferably a structural steel mat. The bracket part has two legs 3a and 3b, which extend transversely to the level of the formwork parts 2a, 2b and are each connected to one of the formwork parts. The two legs 3a, 3b are connected to one another via a web 3c.

Wie Figur 2 zeigt, bestehen die Schalungsteile 2a und 2b jeweils aus einer Tafel 4 aus Streckmetall, auf deren beiden Oberflächen Metallstäbe 5 bzw. 6 aufgeschweißt sind. Sowohl die Metallstäbe 5 auf einer Oberfläche als auch die Metallstäbe 6 auf der anderen Oberfläche sind im Abstand und parallel zueinander angeordnet, wobei jedoch die Stäbe 5 auf einer der Oberflächen parallel zum Bügelteil und die Stäbe 6 auf der anderen Oberfläche der Streckmetalltafel 4 senkrecht zum Bügelteil verlaufen.As FIG. 2 shows, the formwork parts 2a and 2b each consist of a sheet 4 made of expanded metal, on the two surfaces of which metal rods 5 and 6 are welded. Both the metal bars 5 on one surface and the metal bars 6 on the other surface are spaced apart and parallel to one another, but the bars 5 on one of the surfaces parallel to the bracket part and the bars 6 on the other surface of the expanded metal panel 4 perpendicular to the bracket part run.

Das Bügelteil ist derart mit den Schalungsteilen 2a, 2b verschweißt, daß die Schalungsteile 2a, 2b senkrecht und etwa in der Mitte der Schenkel 3a bzw. 3b des Bügelteiles auftreffen. Die Länge des Steges 3c sowie die Länge der Schenkel 3a, 3b des Bügelteiles sind derart auf die Abmessungen eines herkömmlichen Fugenbandes 7 aus Gummi oder dergleichen abgestimmt, daß das Fugenband 7 mindestens mit seiner gesamten Breite in das Innere des Bügelteiles versenkt werden kann und dort mittels Reibung seiner Verdickung an den Schenkeln 3a, 3b gehalten wird.The bracket part is welded to the formwork parts 2a, 2b in such a way that the formwork parts 2a, 2b meet vertically and approximately in the middle of the legs 3a and 3b of the bracket part. The length of the web 3c and the length of the legs 3a, 3b of the bracket part are so matched to the dimensions of a conventional joint tape 7 made of rubber or the like that the joint tape 7 can be sunk at least with its entire width into the interior of the bracket part and there by means of Friction of its thickening on the legs 3a, 3b is kept.

Um zu verhindern, daß das Fugenband 7 beim Betoniervorgang aus der Bügelkonstruktion herausgeschoben wird, d.h. zur weiteren Lagesicherung des Fugenbandes 7, werden zumindest die freien Enden der Schenkel 3a, 3b nach dem Einlegen des Fugenbandes 7 in die in Fig. 2 gestrichelt gezeichnete Position gebogen. In dieser Position werden sie durch einen oder mehrere, über die Länge des Fugenschalungselementes 1 verteilte Rödeldrähte 9 gehalten, die den noch verbleibenden Abstand zwischen den beiden zusammengebogenen, freien Enden der Schenkel 3a, 3b überbrücken.To prevent the joint tape 7 from being pushed out of the bracket construction during the concreting process, i.e. To further secure the position of the joint tape 7, at least the free ends of the legs 3a, 3b are bent into the position shown in broken lines in FIG. 2 after the joint tape 7 has been inserted. In this position, they are held by one or more solder wires 9 distributed over the length of the joint formwork element 1, which bridge the remaining distance between the two bent, free ends of the legs 3a, 3b.

Für einen guten Zusammenhalt der Bestandteile des Fugenschalungselementes wird die für das Bügelteil verwendete Gittermatte derart gebogen, daß die Längsstäbe nach außen weisen. Der Zuschnitt der Gittermatte erfolgt möglichst so, daß einer ihrer Längsstäbe sich etwa in der Mitte der Schenkel 3a und 3b befindet. Die Schalungsteile 2a und 2b werden ebenfalls derart geschnitten, daß einer der Längsstäbe 5 an der den Bügelteil anliegenden Längskante verläuft. Mit Hilfe dieser beiden Längsstäbe können dann die Schalungsteile 2a, 2b sicher und rechtwinklig mit den Schenkel 3a, 3b des Bügelteiles verschweißt werden. Zur zusätzlichen Versteifung können weiterhin die in Figur 1 ersichtlichen Winkelstäbe 8a bzw. 8b verwendet werden, die an der dem Steg 3c des Bügelteiles abgewandten Seite an jeweils einem Schalungsteil 2a und 2b und dem anliegenden freien Schenkel 3a, 3b des Bügelteiles verschweißt sind. Die Anzahl der Winkelstäbe 8a, 8b richtet sich nach der gewünschten Versteifung.For a good cohesion of the components of the Joint formwork element, the lattice mat used for the bracket part is bent in such a way that the longitudinal bars point outwards. The mesh mat is cut to size so that one of its longitudinal bars is located approximately in the middle of the legs 3a and 3b. The formwork parts 2a and 2b are also cut in such a way that one of the longitudinal bars 5 runs on the longitudinal edge lying against the bracket part. With the help of these two longitudinal bars, the formwork parts 2a, 2b can then be welded securely and at right angles to the legs 3a, 3b of the bracket part. For additional stiffening, the angle bars 8a and 8b shown in FIG. 1 can also be used, which are welded to a formwork part 2a and 2b and the adjacent free leg 3a, 3b of the bracket part on the side facing away from the web 3c of the bracket part. The number of angle bars 8a, 8b depends on the desired stiffening.

Das erfindungsgemäße Fugenschalungselement kann in gleicher Weise wie bekannte Fugenschalungselemente verwendet werden, dh. zunächst als Teil einer Schalung für ein der Fuge anligendes, erstes Betonteil ausgebildet sein. Ist dieses erste Betonteil erstellt, d.h. der Beton an einer Seite der Schalungsteile 2a, 2b unter Einschluß der halben Schenkellänge der Schenkel 3a, 3b des Bügelteiles und der halben Breite des Fugenbandes 7 vergossen, kann das zweite der der Fuge anliegenden Betonteile vergossen werden.The joint formwork element according to the invention can be used in the same way as known joint formwork elements, ie. initially be formed as part of a formwork for a first concrete part that is adjacent to the joint. Is this first concrete part created, i.e. pouring the concrete on one side of the formwork parts 2a, 2b, including half the leg length of the legs 3a, 3b of the bracket part and half the width of the joint tape 7, the second of the concrete parts adjacent to the joint can be poured.

In Abwandlung des beschriebenen und gezeichneten Ausführungsbeispieles können für die Schalungsteile auch andere, handelsübliche Schalungsmaterialien verwendet werden. Die korbartige Bügelkonstruktion kann einen anderen Querschnitt aufweisen bzw. auch aus einzelnen Bügeln bestehen, die einzeln mit den jeweiligen Schalungsteilen verbunden sind. Wichtig ist jedoch, daß die Bügelkonstruktion eine offene Wandung aufweist, damit das Fugenband im Beton eingebettet werden kann. Die Winkelstäbe sind nicht unbedingt erforderlich. Gegegenenfalls können andere, bekannte Versteifungen eingesetzt werden. Anstelle des Rödeldrahtes können Klammern oder dgl. zum Zusammenhalten der zusammengebogenen Schenkel der Bügelkonstruktion verwendet werden.In a modification of the exemplary embodiment described and drawn, other commercially available formwork materials can also be used for the formwork parts. The basket-like bracket construction can have a different cross-section or also from individual ones Brackets exist that are individually connected to the respective formwork parts. However, it is important that the bracket construction has an open wall so that the joint tape can be embedded in the concrete. The angle bars are not absolutely necessary. Otherwise, other known stiffeners can be used. Instead of the wire, clips or the like can be used to hold the bent legs of the stirrup construction together.

Claims (7)

  1. Joint-type shuttering element for concrete structures, having two flat shuttering parts and a holding arrangement, which is located between and fastened to the said shuttering parts, for a joint strip, characterized in that the holding arrangement has a basket-like curved structure (3) with two side pieces (3a, 3b) which extend transversely to the shuttering parts (2a, 2b) and are connected to one another and, in each case, to one of the said shuttering parts (2a, 2b).
  2. Joint-type shuttering element according to claim 1, characterized in that the curved structure (3) has a curved part in the form of a lattice mat bent in a U-shape.
  3. Joint-type shuttering element according to claim 1 or 2, characterized in that it contains a joint strip (7) and the width of the curved structure (3) is matched to the width of the joint strip (7) in such a way that the latter is held in the said curved structure (3) by friction.
  4. Joint-type shuttering element according to one of claims 1 to 3, characterized in that the shuttering parts (2a, 2b) consist, in each case, of an expanded metal panel (4) provided on both surfaces with metal bars (5, 6) extending in different directions, the metal bars (6) on one surface extending transversely to the curved structure (3) and the metal bars (5) on the other surface extending parallel to the said structure.
  5. Joint-type shuttering element according to one of claims 1 to 4, characterized in that angled bars (8a, 8b) are provided for fastening the shuttering parts (2a, 2b) to the curved structure (3).
  6. Joint-type shuttering element according to one of claims 3 to 5, characterized in that the length of the side pieces (3a, 3b) of the curved structure (3) is equal to, or greater than, the width of the joint strip (7).
  7. Joint-type shuttering element according to one of claims 1 to 6, characterized in that the side pieces (3a, 3b) consist of a bendable material and can be bent together after the insertion of the joint strip (7), thereby enclosing the latter.
EP92113761A 1991-09-19 1992-08-12 Shutter element for joints Expired - Lifetime EP0532908B2 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE9111725U 1991-09-19
DE9111725U DE9111725U1 (en) 1991-09-19 1991-09-19 Joint formwork element

Publications (3)

Publication Number Publication Date
EP0532908A1 EP0532908A1 (en) 1993-03-24
EP0532908B1 true EP0532908B1 (en) 1996-04-24
EP0532908B2 EP0532908B2 (en) 2004-06-30

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ID=6871465

Family Applications (1)

Application Number Title Priority Date Filing Date
EP92113761A Expired - Lifetime EP0532908B2 (en) 1991-09-19 1992-08-12 Shutter element for joints

Country Status (6)

Country Link
EP (1) EP0532908B2 (en)
AT (1) ATE137285T1 (en)
DE (2) DE9111725U1 (en)
ES (1) ES2087368T5 (en)
GR (1) GR3020485T3 (en)
SG (1) SG52665A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19745841B4 (en) * 1997-03-04 2007-08-30 Lothar Tiletschke Fugenbandabschalelement
DE202011001751U1 (en) 2011-01-20 2012-04-25 Fwr Solutions Gmbh Formwork for concrete construction

Families Citing this family (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT403825B (en) * 1993-10-08 1998-05-25 Porr Allg Bauges REINFORCEMENT FOR CONCRETE CONSTRUCTION ON A CONSTRUCTIVE JOINT
DE19500937C2 (en) * 1995-01-14 1998-10-01 Sven Obernolte Shut-off element
DE19500939C2 (en) * 1995-01-14 1997-05-22 Sven Obernolte Formwork element
EP1132545B1 (en) * 2000-03-09 2008-12-31 Willibald Fischer Shuttering material
EP1486625A1 (en) * 2003-06-10 2004-12-15 Peca Verbundtechnik GmbH Sealing element for fabricating waterproof exterior walls using concrete double walled elements
EP1793056B1 (en) * 2003-06-10 2014-01-15 Peca Verbundtechnik GmbH Sealing arrangement for fabricating waterproof exterior walls using concrete double walled elements
DE202005014041U1 (en) 2005-09-06 2007-01-11 Fwr Solutions Gmbh An element
ATE435347T1 (en) * 2006-11-09 2009-07-15 Fwr Solutions Gmbh FORMWORK PART WITH STIFFENING DEVICE
DE102007001513A1 (en) * 2007-01-10 2008-07-17 Fwr Solutions Gmbh formwork
DE202008003246U1 (en) 2008-03-07 2008-05-08 Fwr Solutions Gmbh An element
DE202009004863U1 (en) * 2009-05-26 2010-10-21 Peca-Verbundtechnik Gmbh Joint-type shuttering element
DE202009005173U1 (en) * 2009-08-24 2011-01-05 Peca - Verbundtechnik Gmbh Lost formwork and formwork system
DE202009005180U1 (en) * 2009-08-25 2011-01-05 Peca-Verbundtechnik Gmbh Multi-part formwork element for creating a construction joint

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CH459518A (en) * 1966-12-17 1968-07-15 Reising Wolfgang Set of building elements
EP0341507A2 (en) * 1988-05-09 1989-11-15 Peca-Verbundtechnik Gmbh Casing
DE8906436U1 (en) * 1989-05-24 1990-09-20 Fischer, Willibald, 8312 Dingolfing formwork
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DE19745841B4 (en) * 1997-03-04 2007-08-30 Lothar Tiletschke Fugenbandabschalelement
DE202011001751U1 (en) 2011-01-20 2012-04-25 Fwr Solutions Gmbh Formwork for concrete construction

Also Published As

Publication number Publication date
GR3020485T3 (en) 1996-10-31
EP0532908A1 (en) 1993-03-24
DE9111725U1 (en) 1993-01-28
EP0532908B2 (en) 2004-06-30
ES2087368T5 (en) 2005-03-01
ES2087368T3 (en) 1996-07-16
SG52665A1 (en) 1998-09-28
DE59206101D1 (en) 1996-05-30
ATE137285T1 (en) 1996-05-15

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