EP0568799B1 - Shuttering for a joint - Google Patents

Shuttering for a joint Download PDF

Info

Publication number
EP0568799B1
EP0568799B1 EP93104265A EP93104265A EP0568799B1 EP 0568799 B1 EP0568799 B1 EP 0568799B1 EP 93104265 A EP93104265 A EP 93104265A EP 93104265 A EP93104265 A EP 93104265A EP 0568799 B1 EP0568799 B1 EP 0568799B1
Authority
EP
European Patent Office
Prior art keywords
shuttering
maintainers
distance
section
walling
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.)
Expired - Lifetime
Application number
EP93104265A
Other languages
German (de)
French (fr)
Other versions
EP0568799A1 (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
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=6879221&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0568799(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by PECA-VERBUNDTECHNIK GmbH filed Critical PECA-VERBUNDTECHNIK GmbH
Publication of EP0568799A1 publication Critical patent/EP0568799A1/en
Application granted granted Critical
Publication of EP0568799B1 publication Critical patent/EP0568799B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/01—Flat foundations
    • E02D27/02—Flat foundations without substantial excavation
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/16—Arrangement or construction of joints in foundation structures
    • 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
    • E04B1/0007—Base structures; Cellars
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/065—Light-weight girders, e.g. with precast parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/12—Mounting of reinforcing inserts; Prestressing
    • E04G21/125—Reinforcement continuity box

Definitions

  • the invention relates to a formwork for a backsplash of the type explained in the preamble of claim 1.
  • the invention has for its object to significantly reduce the working time to be spent on such formwork.
  • the shuttering element designed according to the invention only needs to be placed on a base, e.g. an already created base plate can be placed so that the upstand can be concreted further without delay. At the same time, the shuttering element also keeps the seal in its predetermined position.
  • the formwork according to the invention can be produced in a simple manner by welding its individual parts.
  • the configuration according to claim 4 provides a structurally simple way of keeping the shuttering element according to the invention in its predetermined position.
  • a shuttering element 1 designed as lost formwork can be seen, which has two wall parts 2a and 2b forming the inclined sides of a trapezoidal cross section, the longer side of the trapezoidal cross section between the wall parts 2a, 2b being open.
  • Two grating strips 3a, 3b extend across the shorter side of the trapezoidal cross section.
  • a holder 4 in the form of a U-shaped basket for a conventional joint tape which can only be seen in FIG. 2 5 attached from elastic material.
  • the wall parts 2a, 2b each consist of a strip-shaped plate 6 made of a conventional expanded metal.
  • Longitudinal bars 7 made of metal are welded onto one side of the expanded metal sheet 6 at predetermined intervals.
  • transverse bars 8 are welded at predetermined intervals transverse to the longitudinal bars 7.
  • the lattice strips 3a, 3b are made from one of the usual reinforcement mats made of structural steel, the lattice openings between the transverse and longitudinal bars 9 and 10 forming the lattice strips 3a, 3b being so large that the shorter side of the trapezoidal cross section through the lattice strips 3a, 3b through, can serve as a concrete filling opening 11.
  • the distances between the longitudinal bars 10 of the grid strips 3a, 3b are expediently chosen so that one of the wall parts 2a, 2b can be welded to one of the longitudinal bars 10 of each grid strip at a predetermined angle of inclination. As shown in FIG. 1, each of the grid strips 3a, 3b extends by the amount a beyond the shorter side of the trapezoidal cross section.
  • the U-shaped basket 4 for receiving the joint tape 5 also consists of a structural steel mat and is welded to one of the longitudinal bars 10 of each grid strip 3a, 3b such that the closed side of the U-shaped cross section protrudes into the trapezoidal cross section, while the legs protrude upwards over the grid strips 3a, 3b.
  • the shuttering element 1 according to the invention When using the shuttering element 1 according to the invention is first, limited by conventional formwork boards 12, a base in the form of a base plate 13 made of concrete, into which the usual reinforcement brackets 14 are inserted. After the base plate 13 has been cast, the shuttering element 1 according to the invention is placed on the base plate 13 and fixed in position by the projecting regions a of the grid strips 3a, 3b being connected to the reinforcement stirrups 14, for example with the aid of a wire rod. Then the elastic joint tape 5 is inserted into the basket 4 and, if necessary, secured in its position by bending the two free legs of the basket 4. Then concrete can be poured in through the concrete filling opening 11 until the trapezoidal cross section of the shuttering element 1 for producing the upstand 15 is filled with concrete.
  • the invention is not restricted to the exemplary embodiment described and drawn.
  • This means that the formwork can be placed on a reinforcement instead of an already cast floor slab.
  • a water barrier in the form of a continuous sheet metal strip can be welded to the grid strips, and the basket can be omitted.
  • other suitable spacers such as simple steel rods or the like can be used.
  • the expanded metal another material can be used for the wall parts.
  • the spacers do not necessarily have to lie directly in the shorter side of the trapezoidal cross section, but can also be laid somewhat inside the trapezoidal cross section.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Environmental & Geological Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Mechanical Coupling Of Light Guides (AREA)
  • Prostheses (AREA)
  • Joints Allowing Movement (AREA)
  • Organic Low-Molecular-Weight Compounds And Preparation Thereof (AREA)
  • Saccharide Compounds (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Preparation Of Compounds By Using Micro-Organisms (AREA)
  • Drilling And Exploitation, And Mining Machines And Methods (AREA)
  • Fats And Perfumes (AREA)

Abstract

Shuttering for an upright section at a joint, in particular watertight, between a base and a wall is described, which is especially simple to fabricate and manipulate. For this purpose, the shuttering is configured as a permanent formwork element (1) with an essentially trapezoidal cross-section, in which arrangement the longer of the two sides of different length of the trapezoidal cross-section is to be set up on the base plate (13) and is open, the opposite, shorter side forms a concrete-pouring opening (11), and the inclined sides are formed by wall parts (2a, 2b) of a perforated material (6) which are connected to one another by spacers (3a, 3b) bridging the concrete-pouring opening (11). A flat seal (5) is to be connected to the wall parts (2a, 2b). <IMAGE>

Description

Die Erfindung bezieht sich auf eine Schalung für eine Aufkantung der im Oberbegriff von Anspruch 1 erläuterten Art.The invention relates to a formwork for a backsplash of the type explained in the preamble of claim 1.

Derartige Schalungen müssen gegenwärtig in mühsamer Handarbeit mit Schalungsbrettern erstellt werden.Such formwork currently has to be laboriously created with formwork boards.

Der Erfindung liegt die Aufgabe zugrunde, die für eine derartige Schalung aufzuwendende Arbeitszeit entscheidend zu verringern.The invention has for its object to significantly reduce the working time to be spent on such formwork.

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

Das erfindungsgemäß ausgestaltete Abschalelement muß beim Betonieren lediglich auf eine Unterlage, wie z.B. eine bereits erstellte Bodenplatte, aufgesetzt werden, so daß die Aufkantung ohne Verzug weiter betoniert werden kann. Gleichzeitig wird durch das Abschalelement auch die Dichtung an ihrem vorbestimmten Platz gehalten.The shuttering element designed according to the invention only needs to be placed on a base, e.g. an already created base plate can be placed so that the upstand can be concreted further without delay. At the same time, the shuttering element also keeps the seal in its predetermined position.

Vorteilhafte Weiterbildungen der Erfindung sind den Unteransprüchen zu entnehmen.Advantageous developments of the invention can be found in the subclaims.

So kann die erfindungsgemäße Schalung gemäß den Ansprüchen 2, 6 oder 9 auf einfache Weise durch Verschweißen ihrer Einzelteile hergestellt werden.Thus, the formwork according to the invention can be produced in a simple manner by welding its individual parts.

Durch die Ausgestaltung nach Anspruch 4 wird auf konstruktiv einfache Weise eine Möglichkeit geschaffen, das erfindungsgemäße Abschalelement an seinem vorbestimmten Platz zu halten.The configuration according to claim 4 provides a structurally simple way of keeping the shuttering element according to the invention in its predetermined position.

Die Verwendung des Materials gemäß den Ansprüchen 7 bis 8 für die Wandungsteile erlaubt einerseits eine einfache, kostengünstige Herstellung des Abschalelementes und dient andererseits einer guten Anbindung der nachfolgend zu betonierenden Wand an die Aufkantung.The use of the material according to claims 7 to 8 for the wall parts allows on the one hand a simple, inexpensive manufacture of the shuttering element and on the other hand serves for a good connection of the wall to be subsequently concreted to the upstand.

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

Fig. 1
eine schematische Darstellung eines erfindungsgemäßen Abschalelementes, und
Fig. 2
einen Querschnitt durch eine Aufkantung, hergestellt unter Verwendung des Abschalelementes nach Fig. 1.
An embodiment of the invention is explained below with reference to the drawings. Show it:
Fig. 1
a schematic representation of a shuttering element according to the invention, and
Fig. 2
a cross section through an upstand, produced using the shuttering element of FIG. 1st

Aus den Fig. 1 und 2 ist ein als verlorene Schalung ausgebildetes Abschalelement 1 ersichtlich, das zwei, die geneigten Seiten eines trapezförmigen Querschnittes bildende Wandungsteile 2a und 2b aufweist, wobei die längere Seite des trapezförmigen Querschnitts zwischen den Wandungsteilen 2a, 2b offen ist. Quer über die kürzere Seite des trapezförmigen Querschnitts erstrecken sich zwei Gitterstreifen 3a, 3b. Zwischen den Streifen 3a und 3b ist eine Halterung 4 in Form eines U-förmigen Korbes für ein nur in Fig. 2 ersichtliches, übliches Fugenband 5 aus elastischem Material befestigt.1 and 2, a shuttering element 1 designed as lost formwork can be seen, which has two wall parts 2a and 2b forming the inclined sides of a trapezoidal cross section, the longer side of the trapezoidal cross section between the wall parts 2a, 2b being open. Two grating strips 3a, 3b extend across the shorter side of the trapezoidal cross section. Between the strips 3a and 3b there is a holder 4 in the form of a U-shaped basket for a conventional joint tape which can only be seen in FIG. 2 5 attached from elastic material.

Die Wandungsteile 2a, 2b bestehen beide jeweils aus einer streifenförmigen Tafel 6 aus einem üblichen Streckmetall. Auf eine Seite der Streckmetalltafel 6 sind in vorbestimmten Abständen Längsstäbe 7 aus Metall aufgeschweißt. Auf die andere Seite der Streckmetalltafel 6 sind in vorbestimmten Abständen quer zu den Längsstäben 7 verlaufende Querstäbe 8 aufgeschweißt.The wall parts 2a, 2b each consist of a strip-shaped plate 6 made of a conventional expanded metal. Longitudinal bars 7 made of metal are welded onto one side of the expanded metal sheet 6 at predetermined intervals. On the other side of the expanded metal sheet 6, transverse bars 8 are welded at predetermined intervals transverse to the longitudinal bars 7.

Die Gitterstreifen 3a, 3b sind aus einer der üblichen Bewehrungsmatten aus Baustahl gefertigt, wobei die Gitteröffnungen zwischen den die Gitterstreifen 3a, 3b bildenden Quer- und Längsstäben 9 und 10 so groß sind, daß die kürzere Seite des trapezförmigen Querschnitts, durch die Gitterstreifen 3a, 3b hindurch, als Betoneinfüllöffnung 11 dienen kann. Die Abstände der Längsstäbe 10 der Gitterstreifen 3a, 3b sind zweckmäßigerweise so gewählt, daß an einem der Längsstäbe 10 jedes Gitterstreifens jeweils eines der Wandungsteile 2a, 2b in einem vorbestimmten Neigungswinkel angeschweißt werden kann. Wie Fig. 1 zeigt, erstreckt sich jeder der Gitterstreifen 3a, 3b um den Betrag a über die kürzere Seite des trapezförmigen Querschnittes hinaus.The lattice strips 3a, 3b are made from one of the usual reinforcement mats made of structural steel, the lattice openings between the transverse and longitudinal bars 9 and 10 forming the lattice strips 3a, 3b being so large that the shorter side of the trapezoidal cross section through the lattice strips 3a, 3b through, can serve as a concrete filling opening 11. The distances between the longitudinal bars 10 of the grid strips 3a, 3b are expediently chosen so that one of the wall parts 2a, 2b can be welded to one of the longitudinal bars 10 of each grid strip at a predetermined angle of inclination. As shown in FIG. 1, each of the grid strips 3a, 3b extends by the amount a beyond the shorter side of the trapezoidal cross section.

Der U-förmige Korb 4 zur Aufnahme des Fugenbandes 5 besteht ebenfalls aus einer Baustahlmatte und ist mit jeweils einem der Längsstäbe 10 jedes Gitterstreifens 3a, 3b derart verschweißt, daß die geschlossene Seite des U-förmigen Querschnittes in den trapezförmigen Querschnitt hineinragt, während die Schenkel nach oben über die Gitterstreifen 3a, 3b überstehen.The U-shaped basket 4 for receiving the joint tape 5 also consists of a structural steel mat and is welded to one of the longitudinal bars 10 of each grid strip 3a, 3b such that the closed side of the U-shaped cross section protrudes into the trapezoidal cross section, while the legs protrude upwards over the grid strips 3a, 3b.

Bei Verwendung des erfindungsgemäßen Abschalelementes 1 wird zunächst, durch übliche Schalungsbretter 12 begrenzt, eine Unterlage in Form einer Bodenplatte 13 aus Beton vergossen, in die die üblichen Bewehrungsbügel 14 eingelegt sind. Nach dem Vergießen der Bodenplatte 13 wird das erfindungsgemäße Abschalelement 1 auf die Bodenplatte 13 aufgesetzt und in seiner Lage dadurch fixiert, daß die überstehenden Bereiche a der Gitterstreifen 3a, 3b mit den Bewehrungsbügeln 14 beispielsweise mit Hilfe von Rödeldraht verbunden werden. Dann wird das elastische Fugenband 5 in den Korb 4 eingelegt und gegebenenfalls durch Zusammenbiegen der beiden freien Schenkel des Korbs 4 in seiner Lage gesichert. Dann kann durch die Betoneinfüllöffnung 11 Beton eingegossen werden, bis der trapezförmige Querschnitt des Abschalelementes 1 zum Herstellen der Aufkantung 15 mit Beton ausgefüllt ist. Durch die Öffnungen in der Streckmetalltafel 6 beider Wandungsteile 2a, 2b kann gerade genügend Beton hindurchtreten, daß beim nachfolgenden Aufbetonieren der nicht gezeichneten Wand ein guter Anschluß geschaffen wird, so daß zusätzlich zu der Verlängerung der Betonanschlußfuge zwischen der Bodenplatte 13 und der nicht gezeichneten Wand durch die Begrenzungsflächen der Aufkantung 15 sowie zum Fugenband 5 eine weitere Absicherung gegen das Durchsickern von Wasser geschaffen wird.When using the shuttering element 1 according to the invention is first, limited by conventional formwork boards 12, a base in the form of a base plate 13 made of concrete, into which the usual reinforcement brackets 14 are inserted. After the base plate 13 has been cast, the shuttering element 1 according to the invention is placed on the base plate 13 and fixed in position by the projecting regions a of the grid strips 3a, 3b being connected to the reinforcement stirrups 14, for example with the aid of a wire rod. Then the elastic joint tape 5 is inserted into the basket 4 and, if necessary, secured in its position by bending the two free legs of the basket 4. Then concrete can be poured in through the concrete filling opening 11 until the trapezoidal cross section of the shuttering element 1 for producing the upstand 15 is filled with concrete. Through the openings in the expanded metal panel 6 of both wall parts 2a, 2b, just enough concrete can pass through that a good connection is created during the subsequent concreting of the wall, not shown, so that in addition to the extension of the concrete connection joint between the base plate 13 and the wall, not shown the boundary surfaces of the upstand 15 and the joint tape 5 provide further protection against the leakage of water.

Die Erfindung ist nicht auf das beschriebene und gezeichnete Ausführungsbeispiel beschränkt. So kann die Schalung statt auf eine bereits vergossene Bodenplatte auf eine Bewehrung aufgesetzt werden. Anstelle des Fugenbandes 5 aus elastischem Material kann mit den Gitterstreifen eine Wassersperre in Form eines durchgehenden Blechstreifens verschweißt werden, wobei der Korb entfallen kann. Anstelle der Gitterstreifen können andere, geeignete Abstandshalter, wie beispielsweise einfache Stahlstäbe oder dgl. verwendet werden. Anstelle des Streckmetalls kann ein anderes Material für die Wandungsteile eingesetzt werden. Schließlich müssen die Abstandshalter nicht unbedingt direkt in der kürzeren Seite des trapezförmigen Querschnittes liegen, sondern können auch etwas in das Innere des trapezförmigen Querschnittes hineinverlegt werden.The invention is not restricted to the exemplary embodiment described and drawn. This means that the formwork can be placed on a reinforcement instead of an already cast floor slab. Instead of the joint tape 5 made of elastic material, a water barrier in the form of a continuous sheet metal strip can be welded to the grid strips, and the basket can be omitted. Instead of the grid strips, other suitable spacers such as simple steel rods or the like can be used. Instead of the expanded metal, another material can be used for the wall parts. Finally, the spacers do not necessarily have to lie directly in the shorter side of the trapezoidal cross section, but can also be laid somewhat inside the trapezoidal cross section.

Claims (9)

  1. Shuttering for raised edging at a connection, in particular a connection which is impermeable to water, between a substratum and a wall, characterized by its construction as a non-recoverable shuttering-off element (1) with an essentially trapezoidal cross-section, wherein the longer of the two sides of the trapezoidal cross-section, which are of different lengths, is to be placed on the substratum (13) and is open, the opposite, shorter side forms a pouring-in opening (11) for concrete, and the inclined sides are formed by walling parts (2a, 2b) which are made of a perforated material (6) and are connected to one another by distance-maintainers (3a, 3b) bridging the pouring-in opening (11) for concrete, and wherein a flat seal (5) is to be connected to the walling parts (2a, 2b).
  2. Shuttering according to claim 1, characterized in that the distance-maintainers (3a, 3b) consist of a structural steel mat.
  3. Shuttering according to claim 1 or 2, characterized in that the distance-maintainers (3a, 3b) are arranged on the shorter side of the trapezoidal cross-section.
  4. Shuttering according to one of claims 1 to 3, characterized in that the distance-maintainers (3a, 3b) extend beyond the walling parts (2a, 2b) and can be connected to a reinforcement (14) for the wall.
  5. Shuttering according to one of claims 1 to 4, characterized in that a holding arrangement (4) for a joint strip (5) made of elastic material is fastened to the distance-maintainers (3a, 3b).
  6. Shuttering according to claims 2 and 5, characterized in that the holding arrangement (4) is a basket which is made from a structural steel mat bent in the form of a U, and is welded to the distance-maintainers (3a, 3b).
  7. Shuttering according to claims 1 to 6, characterized in that the walling parts (2a,2b) consist, in each case, of a strip of expanded metal (6) which is reinforced by metal bars (7, 8).
  8. Shuttering according to claim 6, characterized in that transverse and longitudinal bars (7, 8) are provided for reinforcement purposes, the transverse bars (8) being arranged on one side, and the longitudinal bars (7) on the other side, of the expanded metal strip (6).
  9. Shuttering according to one of claims 2 to 8, characterized in that the walling parts (2a, 2b) are welded to the distance-maintainers (3a, 3b).
EP93104265A 1992-05-07 1993-03-16 Shuttering for a joint Expired - Lifetime EP0568799B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE9206140U 1992-05-07
DE9206140U DE9206140U1 (en) 1992-05-07 1992-05-07 formwork

Publications (2)

Publication Number Publication Date
EP0568799A1 EP0568799A1 (en) 1993-11-10
EP0568799B1 true EP0568799B1 (en) 1996-06-05

Family

ID=6879221

Family Applications (1)

Application Number Title Priority Date Filing Date
EP93104265A Expired - Lifetime EP0568799B1 (en) 1992-05-07 1993-03-16 Shuttering for a joint

Country Status (4)

Country Link
EP (1) EP0568799B1 (en)
AT (1) ATE138996T1 (en)
DE (2) DE9206140U1 (en)
SG (1) SG48100A1 (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19712854C2 (en) * 1996-04-04 2002-08-29 Hans-Werner Dausend Adjustable joint tape holder
DE202010008091U1 (en) 2010-07-16 2010-10-07 Peca-Verbundtechnik Gmbh Shuttering element for an upstand
DE202009005153U1 (en) 2009-08-18 2011-01-05 Peca-Verbundtechnik Gmbh Formwork for an upstand
DE202011050602U1 (en) 2011-07-01 2011-10-17 Peca Verbundtechnik Gmbh Shuttering element for an upstand
USD745186S1 (en) 2012-04-03 2015-12-08 Contech Engineered Solutions LLC Concrete bridge unit
USD751216S1 (en) 2012-02-20 2016-03-08 Contech Engineered Solutions LLC Concrete bridge unit
DE202015100183U1 (en) 2015-01-15 2016-04-18 Max Frank Gmbh & Co Kg Formwork for an upstand
EP3825487A1 (en) 2019-11-25 2021-05-26 Max Frank GmbH & Co. KG Method for creating a shuttering of the transition from a floor/ceiling panel to an external wall

Families Citing this family (29)

* 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
DE4437537C2 (en) * 1994-10-20 1999-06-17 Manfred Distler Reinforcement for the edged area of large-area element ceilings, cantilever slabs or balcony slabs made of concrete
DE4442639A1 (en) * 1994-11-30 1996-06-13 Peca Verbundtechnik Formwork element
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
DE19604766C1 (en) 1996-02-09 1997-09-04 Willibald Fischer Formwork element
DE19701986C2 (en) * 1996-02-12 1999-09-09 Doellen Element for the watertight connection of a concrete wall to a concrete floor slab
DE19605048C1 (en) * 1996-02-12 1997-05-15 Heinz Von Doellen Waterproof connector for connection of concrete wall and base
JP2000517387A (en) * 1996-07-17 2000-12-26 モナキノ，モーセ Base element, a method of manufacturing a prefabricated structure including these elements, especially prefabricated tunnels and prefabricated structures
DE10007067C2 (en) * 2000-02-16 2002-11-21 Heinz Von Doellen At the vertical joint of cavity wall sections sealing strips that can be bridged
DE102005005525A1 (en) * 2004-03-28 2005-10-13 Stekox Gmbh Joint sealing element and holder for joint sealing elements
DE102004040274A1 (en) 2004-08-19 2006-02-23 Fwr Solutions Gmbh An element
DE202007002758U1 (en) 2007-02-26 2007-04-19 Fwr Solutions Gmbh Form board in particular for creation of concrete floor, comprises joint strip with Z-shaped cross section
DE202007002868U1 (en) 2007-02-27 2007-07-12 Fwr Solutions Gmbh bracket
DE202007008976U1 (en) * 2007-06-27 2008-10-30 Obernolte, Sven An element
DE202008002475U1 (en) * 2008-02-21 2008-04-30 Peca Verbundtechnik Gmbh Multi-part formwork for creating a construction joint
DE202011001751U1 (en) * 2011-01-20 2012-04-25 Fwr Solutions Gmbh Formwork for concrete construction
KR20140047118A (en) 2011-07-08 2014-04-21 콘텍 엔지니어드 솔루션스 엘엘씨 Foundation system for bridges
US8925282B2 (en) 2011-07-08 2015-01-06 Contech Engineered Solutions LLC Foundation system for bridges and other structures
US9970166B2 (en) 2012-02-06 2018-05-15 Contech Engineered Solutions LLC Concrete bridge system and related methods
AU2013217639B2 (en) 2012-02-06 2016-11-03 Contech Engineered Solutions LLC Concrete bridge system and related methods
US9695558B2 (en) 2012-12-13 2017-07-04 Contech Engineered Solutions LLC Foundation system for bridges and other structures
JP2014173229A (en) * 2013-03-06 2014-09-22 Maeda Corp Placing joint part structure of concrete structure having wall part
DE202014101564U1 (en) * 2014-04-02 2015-07-07 Stekox Gmbh Fastening element for a joint sealing element
CN104141321A (en) * 2014-05-16 2014-11-12 中国建筑第四工程局有限公司 Basement side wall late poured band blocking method and used blocking steel plate
DE102014117737B4 (en) * 2014-12-03 2022-11-17 Max Frank Gmbh & Co. Kg Formwork element for creating a construction joint in a concrete part
CN105926373B (en) * 2016-05-09 2018-02-23 中铁十六局集团第二工程有限公司 A kind of high-speed railway concrete bedding end townhouse buckle reinforces positioner
DE102018124773A1 (en) * 2018-10-08 2020-04-09 Protektorwerk Florenz Maisch Gmbh & Co. Kg Stand profile
CN112761680A (en) * 2021-01-26 2021-05-07 中国五冶集团有限公司 Precise fixing device and fixing method for buried water stop belt in lake bottom tunnel

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3730475A (en) * 1970-09-23 1973-05-01 L Werfel Form for casting concrete building foundation
US4186160A (en) * 1977-01-19 1980-01-29 Landreth George H Method and apparatus for forming building foundations
AU572675B2 (en) * 1984-07-23 1988-05-12 Hitchins, W.G. Foundation with bolting means
DE3815870C1 (en) * 1988-05-09 1989-08-03 Peca-Verbundtechnik Gmbh, 8312 Dingolfing, De
DE9106363U1 (en) * 1990-05-25 1991-10-02 Tricosal Gmbh, 7918 Illertissen, De

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19712854C2 (en) * 1996-04-04 2002-08-29 Hans-Werner Dausend Adjustable joint tape holder
DE202009005153U1 (en) 2009-08-18 2011-01-05 Peca-Verbundtechnik Gmbh Formwork for an upstand
DE202010008091U1 (en) 2010-07-16 2010-10-07 Peca-Verbundtechnik Gmbh Shuttering element for an upstand
DE202011050602U1 (en) 2011-07-01 2011-10-17 Peca Verbundtechnik Gmbh Shuttering element for an upstand
USD751216S1 (en) 2012-02-20 2016-03-08 Contech Engineered Solutions LLC Concrete bridge unit
USD745186S1 (en) 2012-04-03 2015-12-08 Contech Engineered Solutions LLC Concrete bridge unit
DE202015100183U1 (en) 2015-01-15 2016-04-18 Max Frank Gmbh & Co Kg Formwork for an upstand
DE102015121810A1 (en) 2015-01-15 2016-07-21 Max Frank Gmbh & Co Kg Formwork for an upstand
EP3825487A1 (en) 2019-11-25 2021-05-26 Max Frank GmbH & Co. KG Method for creating a shuttering of the transition from a floor/ceiling panel to an external wall
DE102019131748A1 (en) * 2019-11-25 2021-05-27 Max Frank Gmbh & Co Kg Use of a shuttering element to produce permanent shuttering for shuttering the transition from a floor / ceiling slab to an outer wall

Also Published As

Publication number Publication date
SG48100A1 (en) 1998-04-17
DE9206140U1 (en) 1993-09-09
EP0568799A1 (en) 1993-11-10
ATE138996T1 (en) 1996-06-15
DE59302795D1 (en) 1996-07-11

Similar Documents

Publication Publication Date Title
EP0568799B1 (en) Shuttering for a joint
DE3013710C2 (en) Device for storing reinforcing bars to be anchored in a concrete wall
DE1709405A1 (en) SPACE BOX
DE3436690C2 (en) Formwork for foundation parts
EP0532908B1 (en) Shutter element for joints
EP0457167B1 (en) Shuttering panel
DE19523069C2 (en) Lost formwork component
EP0299226B1 (en) Shuttering for making concrete building-elements
EP1961881A2 (en) Shuttering element
AT403825B (en) REINFORCEMENT FOR CONCRETE CONSTRUCTION ON A CONSTRUCTIVE JOINT
DE2943786C2 (en) Prefabricated, assembly-resistant panel element for the production of ceilings and method for its production
EP0715039B1 (en) Shuttering element
EP3674495B1 (en) Shuttering and reinforcement arrangement
EP0789116B1 (en) Shuttering element
EP0709531A1 (en) Shuttering element
EP0892127B1 (en) Shuttering and method for inducing cracks
DE3815858C1 (en)
EP0104262A1 (en) Composite self-supporting slab - product - method - device - application
DE2617371C3 (en) Precast concrete ceiling
DE202008016759U1 (en) An element
DE2037690C3 (en) Method for producing a formwork element serving as permanent formwork for a reinforced concrete ceiling
EP0560307B1 (en) Shuttering
DE2934189C3 (en) Device for storing reinforcing steel
AT412295B (en) HOLLOW WALL - CONNECTING SUPPORT FOR FULL APPLICATION OF THERMAL INSULATION PANELS ON THE INSIDE LOST FORMWORK
EP0586867A1 (en) End shuttering

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH DE FR GB IT LI NL SE

17P Request for examination filed

Effective date: 19940325

17Q First examination report despatched

Effective date: 19950811

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH DE FR GB IT LI NL SE

REF Corresponds to:

Ref document number: 138996

Country of ref document: AT

Date of ref document: 19960615

Kind code of ref document: T

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: ISLER & PEDRAZZINI AG PATENTANWAELTE

REF Corresponds to:

Ref document number: 59302795

Country of ref document: DE

Date of ref document: 19960711

ET Fr: translation filed
GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)

Effective date: 19960626

ITF It: translation for a ep patent filed

Owner name: SOCIETA' ITALIANA BREVETTI S.P.A.

PLBQ Unpublished change to opponent data

Free format text: ORIGINAL CODE: EPIDOS OPPO

PLBI Opposition filed

Free format text: ORIGINAL CODE: 0009260

PLBF Reply of patent proprietor to notice(s) of opposition

Free format text: ORIGINAL CODE: EPIDOS OBSO

26 Opposition filed

Opponent name: DSD DILLINGER STAHLBAU GMBH

Effective date: 19970305

PLBF Reply of patent proprietor to notice(s) of opposition

Free format text: ORIGINAL CODE: EPIDOS OBSO

NLR1 Nl: opposition has been filed with the epo

Opponent name: DSD DILLINGER STAHLBAU GMBH

PLBQ Unpublished change to opponent data

Free format text: ORIGINAL CODE: EPIDOS OPPO

PLAB Opposition data, opponent's data or that of the opponent's representative modified

Free format text: ORIGINAL CODE: 0009299OPPO

R26 Opposition filed (corrected)

Opponent name: DSD DILLINGER STAHLBAU GMBH

Effective date: 19970305

NLR1 Nl: opposition has been filed with the epo

Opponent name: DSD DILLINGER STAHLBAU GMBH

PLBL Opposition procedure terminated

Free format text: ORIGINAL CODE: EPIDOS OPPC

PLBM Termination of opposition procedure: date of legal effect published

Free format text: ORIGINAL CODE: 0009276

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: OPPOSITION PROCEDURE CLOSED

27C Opposition proceedings terminated

Effective date: 19980206

NLR2 Nl: decision of opposition
REG Reference to a national code

Ref country code: GB

Ref legal event code: IF02

REG Reference to a national code

Ref country code: CH

Ref legal event code: PCAR

Free format text: ISLER & PEDRAZZINI AG;POSTFACH 1772;8027 ZUERICH (CH)

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SE

Payment date: 20110314

Year of fee payment: 19

Ref country code: CH

Payment date: 20110324

Year of fee payment: 19

Ref country code: AT

Payment date: 20110314

Year of fee payment: 19

Ref country code: NL

Payment date: 20110316

Year of fee payment: 19

Ref country code: FR

Payment date: 20110404

Year of fee payment: 19

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20110321

Year of fee payment: 19

Ref country code: DE

Payment date: 20110117

Year of fee payment: 19

Ref country code: BE

Payment date: 20110311

Year of fee payment: 19

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IT

Payment date: 20110329

Year of fee payment: 19

BERE Be: lapsed

Owner name: *PECA-VERBUNDTECHNIK G.M.B.H.

Effective date: 20120331

REG Reference to a national code

Ref country code: NL

Ref legal event code: V1

Effective date: 20121001

REG Reference to a national code

Ref country code: SE

Ref legal event code: EUG

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120317

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20120316

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 138996

Country of ref document: AT

Kind code of ref document: T

Effective date: 20120316

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20121130

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120331

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120402

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120331

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120316

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120316

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120331

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 59302795

Country of ref document: DE

Effective date: 20121002

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120316

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20121001

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20121002