EP0532908B1 - Elément de coffrage pour joints - Google Patents

Elément de coffrage pour joints Download PDF

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Publication number
EP0532908B1
EP0532908B1 EP92113761A EP92113761A EP0532908B1 EP 0532908 B1 EP0532908 B1 EP 0532908B1 EP 92113761 A EP92113761 A EP 92113761A EP 92113761 A EP92113761 A EP 92113761A EP 0532908 B1 EP0532908 B1 EP 0532908B1
Authority
EP
European Patent Office
Prior art keywords
joint
shuttering
parts
element according
curved structure
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
EP92113761A
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German (de)
English (en)
Other versions
EP0532908A1 (fr
EP0532908B2 (fr
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.)
Individual
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Individual
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Publication date
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Application filed by Individual filed Critical Individual
Publication of EP0532908A1 publication Critical patent/EP0532908A1/fr
Publication of EP0532908B1 publication Critical patent/EP0532908B1/fr
Application granted granted Critical
Publication of EP0532908B2 publication Critical patent/EP0532908B2/fr
Anticipated expiration legal-status Critical
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66—Sealings
    • E04B1/68—Sealings of joints, e.g. expansion joints
    • E04B1/6806—Waterstops

Definitions

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

Landscapes

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

Claims (7)

  1. Elément de coffrage à joint pour construction en béton, comportant deux parties de coffrage minces et un support situé entre ces deux parties et fixé à elles, caractérisé en ce que le support présente une structure en étrier (3) en anse de panier comportant deux côtés (3a, 3b) s'étendant transversalement aux parties de coffrage (2a, 2b), reliés entre eux et avec chacune des parties de coffrage (2a, 2b).
  2. Elément de coffrage à joint suivant la revendication 1, caractérisé en ce que la construction en étrier (3) présente une partie en étrier en forme d'un treillis courbé en U.
  3. Elément de coffrage à joint suivant la revendication 1 ou 2, caractérisé en ce qu'il comporte une bande couvre-joint (7) et que la largeur de la structure en étrier (3) est définie de telle sorte, sur la largeur de la bande couvre-joint (7), que la bande couvre-joint (7) est maintenue par adhérence dans la structure en étrier (3).
  4. Elément de coffrage à joint suivant l'une des revendications 1 à 3, caractérisé en ce que les parties de coffrage (2a, 2b) sont constituées chacune d'un panneau de métal déployé (4) muni sur leurs deux surfaces de barres métalliques (5,6) de direction différente, les barres métalliques (6) d'une surface s'étendant transversalement à la construction en étrier (3), et les barres métalliques (5) de l'autre surface s'étendant parallèlement à la construction en étrier (3).
  5. Elément de coffrage à joint suivant l'une des revendications 1, caractérisé en ce que des barres coudées (8a, 8b) sont prévues sur la structure en étrier (3) pour consolider les parties de coffrage (2a, 2b).
  6. Elément de coffrage à joint suivant l'une des revendications 3 à 5, caractérisé en ce que la longueur des côtés (3a, 3b) de la structure en étrier (3) est égale ou supérieure à la largeur de la bande couvre-joint (7).
  7. Elément de coffrage à joint suivant l'une des revendications 1 à 6, caractérisé en ce que les bords (3a, 3b) sont constitués d'un matériau flexible, et peuvent être repliés après la mise en place de la bande couvre-joint (7), avec insertion de la bande couvre-joint (7).
EP92113761A 1991-09-19 1992-08-12 Elément de coffrage pour joints Expired - Lifetime EP0532908B2 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE9111725U DE9111725U1 (de) 1991-09-19 1991-09-19 Fugenschalungselement
DE9111725U 1991-09-19

Publications (3)

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

Family

ID=6871465

Family Applications (1)

Application Number Title Priority Date Filing Date
EP92113761A Expired - Lifetime EP0532908B2 (fr) 1991-09-19 1992-08-12 Elément de coffrage pour joints

Country Status (6)

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

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19745841B4 (de) * 1997-03-04 2007-08-30 Lothar Tiletschke Fugenbandabschalelement
DE202011001751U1 (de) 2011-01-20 2012-04-25 Fwr Solutions Gmbh Schalung für den Betonbau
KR102723410B1 (ko) * 2023-07-28 2024-10-30 연규성 지수판 지지구조 및 지지 시스템
DE102024121610A1 (de) * 2024-07-30 2026-02-05 Max Frank Gmbh & Co Kg Mehrteiliges Schalungselement zum Erstellen einer Arbeitsfuge

Families Citing this family (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT403825B (de) * 1993-10-08 1998-05-25 Porr Allg Bauges Bewehrung für betonkonstruktionen an einer konstruktiven fuge
DE19500937C2 (de) * 1995-01-14 1998-10-01 Sven Obernolte Absperrelement
DE19500939C2 (de) * 1995-01-14 1997-05-22 Sven Obernolte Schalungselement
EP1132545B1 (fr) * 2000-03-09 2008-12-31 Willibald Fischer Matériel de coffrage
EP1486625A1 (fr) * 2003-06-10 2004-12-15 Peca Verbundtechnik GmbH Elément de cachetage pour la fabrication de parois externes imperméables à l'eau en utilisant de doubles éléments murés en beton
EP1793056B1 (fr) * 2003-06-10 2014-01-15 Peca Verbundtechnik GmbH Agencement de cachetage pour la fabrication de parois externes imperméables à l'eau en utilisant des doubles éléments murés en béton
DE202005014041U1 (de) 2005-09-06 2007-01-11 Fwr Solutions Gmbh Schalungselement
ATE435347T1 (de) * 2006-11-09 2009-07-15 Fwr Solutions Gmbh Schalungsteil mit versteifungseinrichtung
DE102007001513A1 (de) * 2007-01-10 2008-07-17 Fwr Solutions Gmbh Schalung
DE202008003246U1 (de) 2008-03-07 2008-05-08 Fwr Solutions Gmbh Schalungselement
DE202009004863U1 (de) * 2009-05-26 2010-10-21 Peca-Verbundtechnik Gmbh Fugenschalungselement
DE202009005173U1 (de) * 2009-08-24 2011-01-05 Peca - Verbundtechnik Gmbh Verlorene Schalung und Schalungssystem
DE202009005180U1 (de) * 2009-08-25 2011-01-05 Peca-Verbundtechnik Gmbh Mehrteiliges Schalungselement zum Erstellen einer Arbeitsfuge

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH459518A (de) * 1966-12-17 1968-07-15 Reising Wolfgang Satz von Bauelementen
EP0341507A2 (fr) * 1988-05-09 1989-11-15 Peca-Verbundtechnik Gmbh Coffrage
DE8906436U1 (de) * 1989-05-24 1990-09-20 Fischer, Willibald, 8312 Dingolfing Schalung
DE9005482U1 (de) * 1990-05-14 1991-09-12 Fischer, Willibald, 8312 Dingolfing Schalungsplatte

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3172237A (en) * 1960-04-25 1965-03-09 Detroit Macoid Corp Waterstop with provision for flexing
DE1259546B (de) * 1964-11-24 1968-01-25 Georg Gautier Dipl Ing Fugeneinlage fuer Betonkonstruktionen
AU1038666A (en) * 1966-08-30 1968-03-07 Thomas Hill Donald Water bar assembly for concrete structures
DE9106363U1 (de) * 1990-05-25 1991-10-02 Tricosal GmbH, 7918 Illertissen Vorrichtung zur Befestigung eines Fugenbandes

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH459518A (de) * 1966-12-17 1968-07-15 Reising Wolfgang Satz von Bauelementen
EP0341507A2 (fr) * 1988-05-09 1989-11-15 Peca-Verbundtechnik Gmbh Coffrage
DE8906436U1 (de) * 1989-05-24 1990-09-20 Fischer, Willibald, 8312 Dingolfing Schalung
DE9005482U1 (de) * 1990-05-14 1991-09-12 Fischer, Willibald, 8312 Dingolfing Schalungsplatte
EP0457167A1 (fr) * 1990-05-14 1991-11-21 Willibald Fischer Panneau de coffrage

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
"Tiefbaufugen"; Norbert Klawa, Alfred Haack; Verlag für Architektur und technische Wissenschaften Ernst & sohn, Berlin 1990, Seiten 60,156 u. 249 *

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19745841B4 (de) * 1997-03-04 2007-08-30 Lothar Tiletschke Fugenbandabschalelement
DE202011001751U1 (de) 2011-01-20 2012-04-25 Fwr Solutions Gmbh Schalung für den Betonbau
KR102723410B1 (ko) * 2023-07-28 2024-10-30 연규성 지수판 지지구조 및 지지 시스템
DE102024121610A1 (de) * 2024-07-30 2026-02-05 Max Frank Gmbh & Co Kg Mehrteiliges Schalungselement zum Erstellen einer Arbeitsfuge

Also Published As

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

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