EP0568799A1 - Shuttering for a joint - Google Patents

Shuttering for a joint Download PDF

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Publication number
EP0568799A1
EP0568799A1 EP93104265A EP93104265A EP0568799A1 EP 0568799 A1 EP0568799 A1 EP 0568799A1 EP 93104265 A EP93104265 A EP 93104265A EP 93104265 A EP93104265 A EP 93104265A EP 0568799 A1 EP0568799 A1 EP 0568799A1
Authority
EP
European Patent Office
Prior art keywords
spacers
formwork according
wall parts
section
trapezoidal cross
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
EP93104265A
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German (de)
French (fr)
Other versions
EP0568799B1 (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
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PECA-VERBUNDTECHNIK GmbH
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    • 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, such as e.g. a the already created base plate, be placed so that the upstand can be concreted further without delay.
  • the sealing element also holds the seal in its predetermined position.
  • the formwork according to the invention can be manufactured in a simple manner by welding its individual parts.
  • the configuration according to claim 4 provides a structurally simple way of holding the shuttering element according to the invention in its predetermined place.
  • 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. 1 shows, 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.
  • a base in the form of a base plate 13 made of concrete is poured into which the usual reinforcement brackets 14 are inserted.
  • the shuttering element 1 according to the invention is placed on the base plate 13 and fixed in position in that the protruding regions a of the grid strips 3a, 3b are connected to the reinforcement stirrups 14, for example with the aid of a wire rod.
  • 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.
  • 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.

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  • 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)
  • Fats And Perfumes (AREA)
  • Preparation Of Compounds By Using Micro-Organisms (AREA)
  • Drilling And Exploitation, And Mining Machines And Methods (AREA)
  • Mechanical Coupling Of Light Guides (AREA)
  • Prostheses (AREA)
  • Joints Allowing Movement (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Organic Low-Molecular-Weight Compounds And Preparation Thereof (AREA)
  • Saccharide Compounds (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 die 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, such as e.g. a the already created base plate, be placed so that the upstand can be concreted further without delay. At the same time, the sealing element also holds 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.The formwork according to the invention can be manufactured 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 holding the shuttering element according to the invention in its predetermined place.

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 subsequently to be 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
2 shows a cross section through an upstand, produced using the shuttering element according to FIG. 1.

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. 1 shows, 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 first, limited by conventional formwork boards 12, a base in the form of a base plate 13 made of concrete is poured 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 in that the protruding regions a of the grid strips 3a, 3b are 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)

Schalung für eine Aufkantung an einer insbesondere wasserundurchlässigen Verbindung zwischen einer Unterlage und einer Wand, gekennzeichnet durch ihre Ausbildung als verlorenes Abschalelement (1) mit einem im wesentlichen trapezförmigen Querschnitt, wobei die längere der beiden verschieden langen Seiten des trapezförmigen Querschnitts auf die Unterlage (13) aufzustellen und offen ist, die gegenüberliegende, kürzere Seite eine Betoneinfüllöffnung (11) bildet und die geneigten Seiten durch Wandungsteile (2a, 2b) aus einem durchbrochenen Material (6) gebildet sind, die durch die Betoneinfüllöffnung (11) überbrückende Abstandshalter (3a, 3b) miteinander verbunden sind und wobei mit den Wandungsteilen (2a, 2b) eine flächige Dichtung (5) zu verbinden ist.Formwork for a backsplash on an in particular water-impermeable connection between a base and a wall, characterized by its formation as a lost shuttering element (1) with an essentially trapezoidal cross-section, the longer of the two differently long sides of the trapezoidal cross-section on the base (13) and is open, the opposite, shorter side forms a concrete filling opening (11) and the inclined sides are formed by wall parts (2a, 2b) made of a perforated material (6), which are bridged by the concrete filling opening (11) spacers (3a, 3b ) are connected to each other and a flat seal (5) is to be connected to the wall parts (2a, 2b). Schalung nach Anspruch 1, dadurch gekennzeichnet, daß die Abstandshalter (3a, 3b) aus einer Baustahlmatte bestehen.Formwork according to claim 1, characterized in that the spacers (3a, 3b) consist of a structural steel mat. Schalung nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß die Abstandshalter (3a, 3b) an der kürzeren Seite des trapezförmigen Querschnitts angeordnet sind.Formwork according to claim 1 or 2, characterized in that the spacers (3a, 3b) are arranged on the shorter side of the trapezoidal cross section. Schalung nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, daß sich die Abstandshalter (3a, 3b) über die Wandungsteile (2a, 2b) hinaus erstrecken und mit einer Bewehrung (14) für die Wand verbindbar sind.Formwork according to one of claims 1 to 3, characterized in that the spacers (3a, 3b) extend beyond the wall parts (2a, 2b) and can be connected to the wall with a reinforcement (14). Schalung nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, daß an den Abstandshaltern (3a, 3b) eine Halterung (4) für eine Fugenband (5) aus elastischem Material befestigt ist.Formwork according to one of claims 1 to 4, characterized in that on the spacers (3a, 3b) a holder (4) for a joint tape (5) made of elastic material is attached. Schalung nach den Ansprüchen 2 und 5, dadurch gekennzeichnet, daß die Halterung (4) ein Korb aus einer U-förmig gebogenen Baustahlmatte ist, der mit den Abstandshaltern (3a, 3b) verschweißt ist.Formwork according to claims 2 and 5, characterized in that the holder (4) is a basket made of a U-shaped structural steel mat, which is welded to the spacers (3a, 3b). Schalung nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, daß die Wandungsteile (2a, 2b) jeweils aus einem Streifen Streckmetall (6) bestehen, das durch Metallstäbe (7, 8) verstärkt ist.Formwork according to one of claims 1 to 6, characterized in that the wall parts (2a, 2b) each consist of a strip of expanded metal (6) which is reinforced by metal bars (7, 8). Schalung nach Anspruch 6, dadurch gekennzeichnet, daß zur Verstärkung Quer- und Längsstäbe (7, 8) vorgesehen sind, wobei die Querstäbe (8) auf einer Seite und die Längsstäbe (7) auf der anderen Seite des Streckmetallstreifens (6) angeordnet sind.Formwork according to claim 6, characterized in that transverse and longitudinal bars (7, 8) are provided for reinforcement, the transverse bars (8) being arranged on one side and the longitudinal bars (7) on the other side of the expanded metal strip (6). Schalung nach einem der Ansprüche 2 bis 8, dadurch gekennzeichnet, daß die Wandungsteile (2a, 2b) mit den Abstandshaltern (3a, 3b) verschweißt sind.Formwork according to one of claims 2 to 8, characterized in that the wall parts (2a, 2b) are welded to the spacers (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 true EP0568799A1 (en) 1993-11-10
EP0568799B1 EP0568799B1 (en) 1996-06-05

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EP93104265A Expired - Lifetime EP0568799B1 (en) 1992-05-07 1993-03-16 Shuttering for a joint

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

Cited By (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0647744A1 (en) * 1993-10-08 1995-04-12 Allgemeine Baugesellschaft - A. Porr Aktiengesellschaft Reinforcement for concrete constructions at a constructional joint
DE19500937A1 (en) * 1995-01-14 1996-07-25 Sven Obernolte Closure element for concrete wall shuttering
DE19500939A1 (en) * 1995-01-14 1996-07-25 Sven Obernolte Shuttering element for forming gaps in concrete
WO1998003736A1 (en) * 1996-07-17 1998-01-29 Monachino Mose A foundation element, methods for the construction of prefabricated structures including these elements, particularly prefabricated tunnels, and prefabricated structures made by these methods
EP1627978A2 (en) 2004-08-19 2006-02-22 FWR Solutions GmbH Formwork element
EP1582640A3 (en) * 2004-03-28 2006-07-19 Stekox GmbH Joint sealing and support for joint sealings
EP1961881A2 (en) 2007-02-26 2008-08-27 FWR Solutions GmbH Shuttering element
EP1964991A2 (en) 2007-02-27 2008-09-03 FWR Solutions GmbH Mount
EP2009183A1 (en) * 2007-06-27 2008-12-31 Sven Obernolte Shuttering element
DE202011001751U1 (en) * 2011-01-20 2012-04-25 Fwr Solutions Gmbh Formwork for concrete construction
US8523486B2 (en) 2012-02-06 2013-09-03 Contech Engineering Solutions LLC Concrete culvert assembly and related methods
US8789337B2 (en) 2011-07-08 2014-07-29 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
US8925282B2 (en) 2011-07-08 2015-01-06 Contech Engineered Solutions LLC Foundation system for bridges and other structures
DE202015100183U1 (en) * 2015-01-15 2016-04-18 Max Frank Gmbh & Co Kg Formwork for an upstand
US9695558B2 (en) 2012-12-13 2017-07-04 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
DE102009003459B4 (en) * 2008-02-21 2021-03-18 Peca-Verbundtechnik Gmbh Multi-part formwork for creating a construction joint
US20220235659A1 (en) * 2021-01-26 2022-07-28 China Mcc5 Group Corp. Ltd. Device and Method for Accurately Fixing Internal Waterstop in Lakebed Tunnel

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DE4442639A1 (en) * 1994-11-30 1996-06-13 Peca Verbundtechnik Formwork element
DE19604766C1 (en) 1996-02-09 1997-09-04 Willibald Fischer Formwork element
DE19605048C1 (en) * 1996-02-12 1997-05-15 Heinz Von Doellen Waterproof connector for connection of concrete wall and base
DE19701986C2 (en) * 1996-02-12 1999-09-09 Doellen Element for the watertight connection of a concrete wall to a concrete floor slab
DE29606217U1 (en) * 1996-04-04 1997-08-07 Dausend, Hans-Werner, 42289 Wuppertal Joint tape holder
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
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
USD697634S1 (en) 2012-02-20 2014-01-14 Contech Engineered Solutions LLC Upper portion of a concrete bridge unit
USD694910S1 (en) 2012-04-03 2013-12-03 Contech Engineered Solutions LLC Upper portion of a concrete bridge unit
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
DE202014010300U1 (en) * 2014-12-03 2015-03-11 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
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

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EP0647744A1 (en) * 1993-10-08 1995-04-12 Allgemeine Baugesellschaft - A. Porr Aktiengesellschaft Reinforcement for concrete constructions at a constructional joint
DE19500937A1 (en) * 1995-01-14 1996-07-25 Sven Obernolte Closure element for concrete wall shuttering
DE19500939A1 (en) * 1995-01-14 1996-07-25 Sven Obernolte Shuttering element for forming gaps in concrete
DE19500937C2 (en) * 1995-01-14 1998-10-01 Sven Obernolte Shut-off element
AT406396B (en) * 1995-01-14 2000-04-25 Obernolte Sven FORMWORK ELEMENT
WO1998003736A1 (en) * 1996-07-17 1998-01-29 Monachino Mose A foundation element, methods for the construction of prefabricated structures including these elements, particularly prefabricated tunnels, and prefabricated structures made by these methods
AU717556B2 (en) * 1996-07-17 2000-03-30 Mose Monachino A foundation element, methods for the construction of prefabricated structures including these elements, particularly prefabricated tunnels, and prefabricated structures made by these methods
US6367214B1 (en) 1996-07-17 2002-04-09 Mosé Monachino Foundation element, methods for the construction of prefabricated structures including these elements, particularly prefabricated tunnels, and prefabricated structures made by these methods
US6408581B2 (en) 1996-07-17 2002-06-25 MONACHINO MOSé Foundation element, methods for the construction of prefabricated structures including these elements, particularly prefabricated tunnels, and prefabricated structures made by these methods
EP1582640A3 (en) * 2004-03-28 2006-07-19 Stekox GmbH Joint sealing and support for joint sealings
EP1627978A2 (en) 2004-08-19 2006-02-22 FWR Solutions GmbH Formwork element
EP1627978A3 (en) * 2004-08-19 2006-05-03 FWR Solutions GmbH Formwork element
EP1961881A2 (en) 2007-02-26 2008-08-27 FWR Solutions GmbH Shuttering element
EP1964991A2 (en) 2007-02-27 2008-09-03 FWR Solutions GmbH Mount
EP2009183A1 (en) * 2007-06-27 2008-12-31 Sven Obernolte Shuttering element
DE102009003459B4 (en) * 2008-02-21 2021-03-18 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
US8925282B2 (en) 2011-07-08 2015-01-06 Contech Engineered Solutions LLC Foundation system for bridges and other structures
US8789337B2 (en) 2011-07-08 2014-07-29 Contech Engineered Solutions LLC Foundation system for bridges and other structures
US8523486B2 (en) 2012-02-06 2013-09-03 Contech Engineering Solutions LLC Concrete culvert assembly and related methods
US9970166B2 (en) 2012-02-06 2018-05-15 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
DE202015100183U1 (en) * 2015-01-15 2016-04-18 Max Frank Gmbh & Co Kg Formwork for an upstand
US20220235659A1 (en) * 2021-01-26 2022-07-28 China Mcc5 Group Corp. Ltd. Device and Method for Accurately Fixing Internal Waterstop in Lakebed Tunnel
US12065931B2 (en) * 2021-01-26 2024-08-20 China Mcc5 Group Corp. Ltd. Device and method for accurately fixing internal waterstop in lakebed tunnel

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DE59302795D1 (en) 1996-07-11
ATE138996T1 (en) 1996-06-15
SG48100A1 (en) 1998-04-17
DE9206140U1 (en) 1993-09-09
EP0568799B1 (en) 1996-06-05

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