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EP0560308A1 - Shuttering - Google Patents

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Publication number
EP0560308A1
EP0560308A1 EP93103795A EP93103795A EP0560308A1 EP 0560308 A1 EP0560308 A1 EP 0560308A1 EP 93103795 A EP93103795 A EP 93103795A EP 93103795 A EP93103795 A EP 93103795A EP 0560308 A1 EP0560308 A1 EP 0560308A1
Authority
EP
European Patent Office
Prior art keywords
formwork
concrete
expanded
shuttering
expanded metal
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.)
Granted
Application number
EP93103795A
Other languages
German (de)
French (fr)
Other versions
EP0560308B1 (en
Inventor
Willibald Fischer
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.)
PECA-VERBUNDTECHNIK GmbH
Original Assignee
PECA-VERBUNDTECHNIK GmbH
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Publication date
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Publication of EP0560308A1 publication Critical patent/EP0560308A1/en
Application granted granted Critical
Publication of EP0560308B1 publication Critical patent/EP0560308B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/365—Stop-end shutterings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
    • E04G11/085—End form panels for walls

Definitions

  • the invention relates to formwork for shuttering the end faces of two adjacent component sections made of concrete of the type explained in the preamble of claim 1.
  • Such formwork is known from DE-AS 1 259 546.
  • the expanded metal extends on both sides to the outer formwork wall, which delimits the outer surfaces of the component section.
  • this means that the formwork parts made of metal are exposed to the outside or close to the surface and are therefore subject to increased corrosion.
  • the invention is therefore based on the object of providing a formwork of the type mentioned which has improved corrosion protection.
  • the metal formwork is kept at a sufficient distance from the surface of the concrete part to be poured.
  • the recess in the concrete cover strip also creates a free space around the free edges of the metal formwork, which can later be filled with concrete so that it is well anchored is achieved in concrete.
  • concrete cover strips should be present on both sides according to claim 2.
  • Claim 3 describes a particularly preferred embodiment of the formwork material, which is inherently stable and sufficiently rough to achieve good anchoring in the concrete.
  • the anchoring in the concrete that flows behind the metal rod is further improved by the metal rod arranged according to claim 4 on the free edge.
  • the molded-in toothing groove according to claim 5 extends the path that any water that may have to travel and thus improves the corrosion protection.
  • the toothed grooves formed on both sides of the seal are particularly expedient and effective.
  • FIG. 1 shows a first component section 1, a wall is shown, in plan view.
  • the lateral surfaces 1a and 1b of the component section 1 are delimited by the usual wooden formwork walls 2a and 2b.
  • the end face 1c of the component section 1 is delimited by a formwork wall 3, which has two strip-shaped expanded metal panels 3a, 3b as lost formwork, which are butt-welded on both sides to a metal strip 4 as a water barrier.
  • Both strips 3a, 3b consist of a strip of expanded metal 5, on one side of which longitudinal metal bars 6 and on the other side of which transverse metal bars 7 are welded in a grid-like manner.
  • a toothing groove 8 or 9, which run parallel to the water barrier 4, is formed in each strip 3a, 3b at a predetermined distance from the water barrier 4.
  • the strips 3a, 3b of the formwork wall 3 are narrower than it corresponds to the thickness D of the component section 1 determined by the spacing of the formwork walls 2a, 2b, so that on both sides of the free edges 10 and 11 of each strip 3a, 3b there is a space which remains through each a wooden concrete cover strip 12, 13 is filled.
  • Each concrete cover strip 12, 13 has a recess 12a, 13a at its corner facing the first grouted component section 1, which is so large that the respectively free edge 10 or 11 of the strips 3a, 3b can be received.
  • the depth of the recess 12a, 13a should be such that the entire thickness of the strip 3a, 3b, including a longitudinal bar 6 arranged on the free edge 10, 11, can be accommodated, a surface of the concrete cover strip 12, 13 having at least one Surface of the strips 3a, 3b should be aligned.
  • longitudinal reinforcement bars 14 can be provided which are pushed through the metal of the strips 3a, 3b.
  • the concrete cover strip 12, 13 keeps a space around the free edge 10, 11 of the strips 3a, 3b made of rod-reinforced expanded metal, which space is filled after the removal of the concrete cover strips 12, 13.
  • the attachment areas between concrete sections poured at different times and thus the potential seepage points for water are displaced from the plane of the metal strips 3a, 3b, at least in the area near the surface, so that the water entry and access to the rust-prone metal formwork is made more difficult.
  • the passage of water is further complicated by the toothing grooves and the water barrier.
  • a joint seal or the like can be provided instead of the water barrier.
  • the longitudinal reinforcement can be omitted.
  • a slot-shaped recess may also be expedient under certain circumstances. If a corrosive load can only be expected from one side, it is sufficient to provide the concrete cover strip only on one side, while on the other side of the component section the metal formwork panel extends to the surface.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Organic Low-Molecular-Weight Compounds And Preparation Thereof (AREA)
  • Saccharide Compounds (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Abstract

A description is given of a shuttering for shuttering end surfaces (1c) of two neighbouring concrete structural-part portions (1) of predetermined thickness (D), having a sheet-like shuttering wall (3) containing an expanded-metal panel (3a, 3b). The shuttering further contains a seal (4) which spans a joint between the two structural-part portions (1). In order to protect the expanded-metal panels against corrosion, it is proposed that the expanded-metal panel (3a, 3b) be designed such that it is narrower than the predetermined thickness (D) of the structural-part portion (1), an interspace, in which a concrete covering strip (12, 13) is arranged, remaining between at least one free edge (10, 11) of the expanded-metal panel (3a, 3b) and an outer surface (1a, 1b) of the structural-part portion (1), and the concrete covering strip (12, 13) exhibiting a cutout (12a, 13a) for receiving the free edge (10, 11). <IMAGE>

Description

Die Erfindung bezieht sich auf eine Schalung zum Abschalen von Stirnflächen zweier aneinandergrenzender Bauteilabschnitte aus Beton der im Oberbegriff von Anspruch 1 erläuterten Art.The invention relates to formwork for shuttering the end faces of two adjacent component sections made of concrete of the type explained in the preamble of claim 1.

Eine derartige Schalung ist aus der DE-AS 1 259 546 bekannt. Bei der bekannten Schalung reicht das Streckmetall beidseitig bis an die äußere Schalungswandung, die die äußeren Oberflächen des Bauteilabschnittes begrenzt. Damit liegen jedoch die aus Metall bestehenden Schalungsteile nach außen frei bzw. dicht unter der Oberfläche und sind somit einer verstärkten Korrosion unterworfen.Such formwork is known from DE-AS 1 259 546. In the known formwork, the expanded metal extends on both sides to the outer formwork wall, which delimits the outer surfaces of the component section. However, this means that the formwork parts made of metal are exposed to the outside or close to the surface and are therefore subject to increased corrosion.

Der Erfindung liegt somit die Aufgabe zugrunde, eine Schalung der genannten Art bereitzustellen, die einen verbesserten Korrosionsschutz aufweist.The invention is therefore based on the object of providing a formwork of the type mentioned which has improved corrosion protection.

Die Aufgabe wird durch die kennzeichnenden Merkmale des Anspruchs 1 gelöst.The object is achieved by the characterizing features of claim 1.

Durch die Verwendung einer mit einer Aussparung versehenen Betondeckungsleiste als äußeren Rand der Schalung der Stirnfläche wird die Metallschalung in einem ausreichenden Abstand zur Oberfläche des zu vergießenden Betonteils gehalten. Durch die Ausnehmung in der Betondeckungsleiste wird darüber hinaus um die freien Kanten der Metallschalung ein Freiraum geschaffen, der später mit Beton so ausgefüllt werden kann, daß eine gute Verankerung im Beton erreicht wird.By using a recessed concrete cover strip as the outer edge of the formwork of the end face, the metal formwork is kept at a sufficient distance from the surface of the concrete part to be poured. The recess in the concrete cover strip also creates a free space around the free edges of the metal formwork, which can later be filled with concrete so that it is well anchored is achieved in concrete.

Bei beidseitig korrosiv beaufschlagten Bauteilabschnitten sollten gemäß Anspruch 2 beidseitig Betondeckungsleisten vorhanden sein.In the case of component sections exposed to corrosion on both sides, concrete cover strips should be present on both sides according to claim 2.

Anspruch 3 beschreibt eine besonders bevorzugte Ausgestaltung des Schalungsmaterials, das in sich stabil und genügend rauh ist, um eine gute Verankerung im Beton zu erreichen.Claim 3 describes a particularly preferred embodiment of the formwork material, which is inherently stable and sufficiently rough to achieve good anchoring in the concrete.

Durch den gemäß Anspruch 4 an der freien Kante angeordneten Metallstab wird die Verankerung im Beton, der den Metallstab hinterfließt, noch weiter verbessert.The anchoring in the concrete that flows behind the metal rod is further improved by the metal rod arranged according to claim 4 on the free edge.

Die eingeformte Verzahnungsnut nach Anspruch 5 verlängert den Weg den eventuell doch eintretendes Wasser zurückzulegen hat und verbessert somit den Korrosionsschutz.The molded-in toothing groove according to claim 5 extends the path that any water that may have to travel and thus improves the corrosion protection.

Besonders zweckmäßig und wirksam sind die beidseitig der Dichtung eingeformten Verzahnungsnuten gemäß Anspruch 6.The toothed grooves formed on both sides of the seal are particularly expedient and effective.

Ein Ausführungsbeispiel der Erfindung wird nachfolgend anhand der einzigen Zeichnung näher erläutert, die einen Querschnitt durch eine erfindungsgemäße Schalung in Draufsicht zeigt, wobei der erste Bauteilabschnitt bereits vergossen wurde.An exemplary embodiment of the invention is explained in more detail below with reference to the single drawing, which shows a cross section through a formwork according to the invention in plan view, the first component section having already been cast.

In der Fig. ist ein erster Bauteilabschnitt 1, dargestellt ist eine Wand, in Draufsicht ersichtlich. Die seitlichen Oberflächen 1a und 1b des Bauteilabschnittes 1 sind durch die üblichen, hölzernen Schalungswandungen 2a und 2b begrenzt. Die Stirnseite 1c des Bauteilabschnittes 1 wird durch eine Schalungswandung 3 begrenzt, die zwei streifenförmige Streckmetalltafekb 3a, 3b als verlorene Schalung aufweist, die beidseitig stumpf an einen Metallstreifen 4 als Wassersperre angeschweißt sind. Beide Streifen 3a, 3b bestehen aus einem Streifen aus Streckmetall 5, auf dessen eine Seite längsverlaufende Metallstäbe 6 und auf dessen andere Seite querverlaufende Metallstäbe 7 gitterartig aufgeschweißt sind. In jeden Streifen 3a, 3b ist jeweils im vorbestimmten Abstand zur Wassersperre 4 einen Verzahnungsnut 8 bzw. 9 eingeformt, die parallel zur Wassersperre 4 verlaufen.FIG. 1 shows a first component section 1, a wall is shown, in plan view. The lateral surfaces 1a and 1b of the component section 1 are delimited by the usual wooden formwork walls 2a and 2b. The end face 1c of the component section 1 is delimited by a formwork wall 3, which has two strip-shaped expanded metal panels 3a, 3b as lost formwork, which are butt-welded on both sides to a metal strip 4 as a water barrier. Both strips 3a, 3b consist of a strip of expanded metal 5, on one side of which longitudinal metal bars 6 and on the other side of which transverse metal bars 7 are welded in a grid-like manner. A toothing groove 8 or 9, which run parallel to the water barrier 4, is formed in each strip 3a, 3b at a predetermined distance from the water barrier 4.

Die Streifen 3a, 3b der Schalungswandung 3 sind schmaler als es der durch den Abstand der Schalungswände 2a, 2b bestimmten Dicke D des Bauteilabschnittes 1 entspricht, so daß beidseitig der freien Kanten 10 bzw. 11 jedes Streifens 3a, 3b ein Zwischenraum verbleibt, der durch jeweils eine hölzerne Betondeckungsleiste 12, 13 ausgefüllt wird. Jede Betondeckungsleiste 12, 13 hat an ihrer dem erstvergossenen Bauteilabschnitt 1 zugewandten Ecke jeweils eine Aussparung 12a, 13a, die so groß ist, daß die jeweils anliegende freie Kante 10 bzw. 11 der Streifen 3a, 3b aufgenommen werden kann. Die Tiefe der Ausnehmung 12a, 13a sollte so bemessen sein, daß die gesamte Dicke des Streifens 3a, 3b, einschließlich eines an der freien Kante 10, 11 angeordneten Längsstabes 6, aufgenommen werden kann, wobei eine Oberfläche der Betondeckungsleiste 12, 13 mindestens mit einer Oberfläche der Streifen 3a, 3b fluchten sollte.The strips 3a, 3b of the formwork wall 3 are narrower than it corresponds to the thickness D of the component section 1 determined by the spacing of the formwork walls 2a, 2b, so that on both sides of the free edges 10 and 11 of each strip 3a, 3b there is a space which remains through each a wooden concrete cover strip 12, 13 is filled. Each concrete cover strip 12, 13 has a recess 12a, 13a at its corner facing the first grouted component section 1, which is so large that the respectively free edge 10 or 11 of the strips 3a, 3b can be received. The depth of the recess 12a, 13a should be such that the entire thickness of the strip 3a, 3b, including a longitudinal bar 6 arranged on the free edge 10, 11, can be accommodated, a surface of the concrete cover strip 12, 13 having at least one Surface of the strips 3a, 3b should be aligned.

Falls erforderlich, können Längsbewehrungstäbe 14 vorgesehen werden, die durch das Metall der Streifen 3a, 3b gestoßen werden.If necessary, longitudinal reinforcement bars 14 can be provided which are pushed through the metal of the strips 3a, 3b.

Wenn der erste Bauteilabschnitt 1 vergossen wird, so hält die Betondeckungsleiste 12, 13 um die freie Kante 10, 11 der Streifen 3a, 3b aus stabverstärktem Streckmetall einen Raum frei, der nach dem Entfernen der Betondeckungsleisten 12, 13 verfüllt wird. Damit werden die Ansatzflächen zwischen zu unterschiedlichen Zeiten vergossenen Betonabschnitten und somit die potentiellen Sickerstellen für Wasser zumindest im oberflächennahen Bereich aus der Ebene der Metallstreifen 3a, 3b versetzt, so daß der Wassereintritt und -zutritt zur rostanfälligen Metallschalung erschwert wird. Weiter erschwert wird der Wasserdurchtritt durch die Verzahnungsnuten und die Wassersperre.When the first component section 1 is poured, the concrete cover strip 12, 13 keeps a space around the free edge 10, 11 of the strips 3a, 3b made of rod-reinforced expanded metal, which space is filled after the removal of the concrete cover strips 12, 13. Thus, the attachment areas between concrete sections poured at different times and thus the potential seepage points for water are displaced from the plane of the metal strips 3a, 3b, at least in the area near the surface, so that the water entry and access to the rust-prone metal formwork is made more difficult. The passage of water is further complicated by the toothing grooves and the water barrier.

In Abwandlung des beschriebenen und gezeichneten Ausführungsbeispiels kann anstelle der Wassersperre eine Fugendichtung oder dgl. vorgesehen werden. Die Längsbewehrung kann entfallen. Anstelle der nach zwei Seiten offenen Aussparung kann unter Umständen auch eine schlitzförmige Aussparung zweckmäßig sein. Falls eine korrosive Belastung nur von einer Seite zu erwarten ist, ist es ausreichend, die Betondeckungsleiste nur an einer Seite vorzusehen, während auf der anderen Seite des Bauteilabschnittes die metallische Schalungstafel bis zur Oberfläche reicht.In a modification of the described and drawn embodiment, a joint seal or the like can be provided instead of the water barrier. The longitudinal reinforcement can be omitted. Instead of the recess that is open on two sides, a slot-shaped recess may also be expedient under certain circumstances. If a corrosive load can only be expected from one side, it is sufficient to provide the concrete cover strip only on one side, while on the other side of the component section the metal formwork panel extends to the surface.

Claims (6)

Schalung zum Abschalen von Stirnflächen zweier aneinandergrenzender Bauteilabschnitte vorbestimmter Dicke aus Beton, mit einer flächigen, eine Streckmetalltafel enthaltenden Schalungswandung und mit einer eine Fuge zwischen den beiden Bauteilabschnitten überbrückenden Dichtung, dadurch gekennzeichnet, daß die Streckmetalltafel (3a, 3b) schmaler ist als die vorbestimmte Dicke (D) des Bauteilabschnittes (1), wobei zwischen wenigstens einer freien Kante (10, 11) der Streckmetalltafel (3a, 3b) und einer äußeren Oberfläche (1a, 1b) des Bauteils (1) ein Zwischenraum bleibt, in dem eine Betondeckungsleiste (12, 13) angeordnet ist, wobei die Betondeckungsleite (12, 13) eine Aussparung (12a, 13a) zur Aufnahme der freien Kante (10, 11) aufweist.Formwork for shuttering the end faces of two adjoining component sections of predetermined thickness made of concrete, with a flat formwork wall containing an expanded metal panel and with a seal bridging a joint between the two component sections, characterized in that the expanded metal panel (3a, 3b) is narrower than the predetermined thickness (D) of the component section (1), wherein between at least one free edge (10, 11) of the expanded metal panel (3a, 3b) and an outer surface (1a, 1b) of the component (1) there is an intermediate space in which a concrete cover strip ( 12, 13) is arranged, the concrete cover strip (12, 13) having a recess (12a, 13a) for receiving the free edge (10, 11). Schalung nach Anspruch 1, dadurch gekennzeichnet, daß beidseitig der Schalungswandung (3) ein von jeweils einer Betondeckungsleiste (12, 13) ausgefüllter Zwischenraum angeordnet ist.Formwork according to claim 1, characterized in that on both sides of the formwork wall (3) there is an intermediate space each filled with a concrete cover strip (12, 13). Schalung nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß das Streckmetall (5) der Schalungswandung (3) durch gitterförmig aufgeschweißte Metallstäbe (6, 7) verstärkt ist, wobei in Längsrichtung verlaufende Stäbe (6) an einer Seite und in Querrichtung verlaufende Stäbe (7) an der anderen Seite der Streckmetalltafel (3a, 3b) angeordnet sind.Formwork according to Claim 1 or 2, characterized in that the expanded metal (5) of the formwork wall (3) is reinforced by metal bars (6, 7) welded on in a lattice shape, bars (6) running in the longitudinal direction on one side and bars running in the transverse direction ( 7) are arranged on the other side of the expanded metal sheet (3a, 3b). Schalung nach Anspruch 3, dadurch gekennzeichnet, daß entlang der freien Kanten (10, 11) ein Metallstab (6) angeordnet ist.Formwork according to claim 3, characterized in that a metal rod (6) is arranged along the free edges (10, 11). Schalung nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, daß in die Schalungswandung (3) wenigstens eine Verzahnungsnut (8, 9) eingeformt ist.Formwork according to one of claims 1 to 4, characterized in that at least one toothing groove (8, 9) is formed in the formwork wall (3). Schalung nach Anspruch 5, dadurch gekennzeichnet, daß beidseitig der Dichtung (4) jeweils eine Verzahnungsnut (8, 9) vorgesehen ist.Formwork according to claim 5, characterized in that a toothing groove (8, 9) is provided on both sides of the seal (4).
EP93103795A 1992-03-11 1993-03-09 Shuttering Expired - Lifetime EP0560308B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE9203276U DE9203276U1 (en) 1992-03-11 1992-03-11 formwork
DE9203276U 1992-03-11

Publications (2)

Publication Number Publication Date
EP0560308A1 true EP0560308A1 (en) 1993-09-15
EP0560308B1 EP0560308B1 (en) 1996-06-19

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EP93103795A Expired - Lifetime EP0560308B1 (en) 1992-03-11 1993-03-09 Shuttering

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EP (1) EP0560308B1 (en)
AT (1) ATE139594T1 (en)
DE (2) DE9203276U1 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19500937A1 (en) * 1995-01-14 1996-07-25 Sven Obernolte Closure element for concrete wall shuttering
DE19605079C1 (en) * 1996-02-12 1997-09-18 Sven Obernolte Formwork element
EP4442930A1 (en) * 2023-02-24 2024-10-09 Profilsager AG Shuttering element

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4411122A1 (en) * 1994-03-30 1995-10-05 Schmidt Lutz R Building consisting of prefabricated components
DE29712510U1 (en) * 1997-07-15 1997-09-25 Fischer, Willibald, 84130 Dingolfing Device for generating a predetermined breaking point

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1259546B (en) * 1964-11-24 1968-01-25 Georg Gautier Dipl Ing Joint insert for concrete structures
US3454255A (en) * 1965-09-27 1969-07-08 Andrew A Arquilla Bulkhead construction for concrete structures having continuous reinforcements
EP0039661A2 (en) * 1980-05-01 1981-11-11 Heinz Witschi Utilization of expanded metal as lost shuttering
GB2134421A (en) * 1983-01-25 1984-08-15 Blaeser Kg Wilhelm Process and production line for lining mats for mine workings and lining mats produced thereby

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1259546B (en) * 1964-11-24 1968-01-25 Georg Gautier Dipl Ing Joint insert for concrete structures
US3454255A (en) * 1965-09-27 1969-07-08 Andrew A Arquilla Bulkhead construction for concrete structures having continuous reinforcements
EP0039661A2 (en) * 1980-05-01 1981-11-11 Heinz Witschi Utilization of expanded metal as lost shuttering
GB2134421A (en) * 1983-01-25 1984-08-15 Blaeser Kg Wilhelm Process and production line for lining mats for mine workings and lining mats produced thereby

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19500937A1 (en) * 1995-01-14 1996-07-25 Sven Obernolte Closure element for concrete wall shuttering
DE19500937C2 (en) * 1995-01-14 1998-10-01 Sven Obernolte Shut-off element
DE19605079C1 (en) * 1996-02-12 1997-09-18 Sven Obernolte Formwork element
EP4442930A1 (en) * 2023-02-24 2024-10-09 Profilsager AG Shuttering element

Also Published As

Publication number Publication date
ATE139594T1 (en) 1996-07-15
DE59302965D1 (en) 1996-07-25
EP0560308B1 (en) 1996-06-19
DE9203276U1 (en) 1993-07-15

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