EP0532908B2 - Elément de coffrage pour joints - Google Patents

Elément de coffrage pour joints Download PDF

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Publication number
EP0532908B2
EP0532908B2 EP92113761A EP92113761A EP0532908B2 EP 0532908 B2 EP0532908 B2 EP 0532908B2 EP 92113761 A EP92113761 A EP 92113761A EP 92113761 A EP92113761 A EP 92113761A EP 0532908 B2 EP0532908 B2 EP 0532908B2
Authority
EP
European Patent Office
Prior art keywords
joint
shuttering
parts
formwork
joint strip
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
Other languages
German (de)
English (en)
Other versions
EP0532908B1 (fr
EP0532908A1 (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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First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=6871465&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0532908(B2) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Individual filed Critical Individual
Publication of EP0532908A1 publication Critical patent/EP0532908A1/fr
Application granted granted Critical
Publication of EP0532908B1 publication Critical patent/EP0532908B1/fr
Publication of EP0532908B2 publication Critical patent/EP0532908B2/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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.
  • a joint formwork element for concrete structures is from DE-A-1 259 546 known.
  • the holder for the joint tape of the known joint formwork element consists of at least two parts, one of the mounting parts was connected to a sheet-like formwork part made of expanded metal.
  • the joint tape is made by positive adjustment each of the two mounting parts to a central thickening of the joint tape held. Due to the elasticity of the joint tapes, which are usually made of rubber the formwork panels can easily move out of alignment twist so that they make an acute or obtuse angle with each other lock in. This makes working with the known joint formwork element more difficult.
  • the mounting parts consist of four angular ones Strips, with two of the strips attached to the formwork parts and the other two strips act as counter bearings, and by screws or Rivets including a central crossbar of the joint tape on the strips the formwork parts are attached.
  • This embodiment is relatively expensive to manufacture and, moreover, still not against a winking of his two Protected formwork parts and compression of the joint tape.
  • a brochure from Amico Alabama Metal Industries Corp. "1989 Sweet's Catalog File” shows the construction of a formwork from individual parts Formwork becomes a girder made of intersecting and welded cross-members and longitudinal bars used.
  • This carrier is intended to be a reusable form generator and -holder for the flat formwork parts made of expanded metal, which serve on their own are neither stable nor stable under the effect of the concrete pressure. With this Beams should thus be made possible, with expanded metal also a tongue and groove connection to achieve neighboring concrete structures using expanded metal alone would not be stripped: For this purpose, the carrier contains additional, with each cross bar welded angle bars that reshape the inner contour of the groove.
  • the flat formwork parts are then placed on the support and by means of Wire connected to the carrier at short intervals (bridged), using the wire loops must be cut individually again if one side of the Concrete was poured in order to remove the carrier again.
  • the sealing tape is integrated in the formwork in the same way as this with previous formwork without the bracket according to the contested patent or the holder according to the closest prior art, DE 12 59 546, i.e. there was only a gap in the formwork material left, in which the joint tape is inserted and held until the first concrete section is cured.
  • the invention is therefore based on the object of providing a joint formwork element, that is easy to manufacture and easy to use.
  • the joint formwork element according to the invention is particularly simple to manufacture, if the bracket construction according to claim 2 from a U-shaped curved mesh mat consists.
  • the joint tape can be fastened without further are held in the bracket construction.
  • the material described in claim 4 is particularly good usable, as this makes the parts of the joint formwork element simple aligned and welded together.
  • a joint formwork element 1 can be seen from FIG. 1, the two only for reasons of clarity schematically shown, plate-shaped, rectangular Formwork parts 2a and 2b and an intermediate, basket-like bracket construction 3 as a holder for one
  • the basket-like frame construction 3 consists of a bracket part with a U-shaped Cross-section, made of a mesh mat, preferred a steel mesh, was bent.
  • the bracket part has two legs 3a and 3b which are transverse to the plane the formwork parts 2a, 2b extend and with each one of the formwork parts are connected.
  • the two Legs 3a, 3b are mutually via a web 3c connected.
  • the formwork parts 2a and 2b each from a sheet 4 made of expanded metal the two surfaces of which are welded metal rods 5 and 6, respectively are. Both the metal bars 5 on one surface as well as the metal bars 6 on the other surface are spaced and parallel to each other, however, the rods 5 on one of the surfaces parallel to the bracket part and the rods 6 on the other Surface of the expanded metal sheet 4 perpendicular to the bracket part run.
  • the bracket part is so with the formwork parts 2a, 2b welded that the formwork parts 2a, 2b vertically and approximately in the middle of the legs 3a and 3b of the bracket part incident.
  • the length of the web 3c and the Length of the legs 3a, 3b of the bracket part are such to the dimensions of a conventional joint tape 7 made of rubber or the like that the Joint tape 7 at least with its entire width in the inside of the bracket part can be sunk and there by friction of its thickening on the thighs 3a, 3b is held.
  • the joint formwork element is for the bracket part used mesh mat bent so that the longitudinal bars point outwards. Cutting the grid mat if possible, one of their longitudinal bars should be 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 rods 5 on the bracket part adjacent longitudinal edge. With the help of these two Longitudinal bars can then formwork parts 2a, 2b securely and at right angles with the legs 3a, 3b of the bracket part be welded.
  • angle bars 8a and 8b are used, which on the Web 3c of the bracket part facing away from each a formwork part 2a and 2b and the adjacent free legs 3a, 3b of the bracket part are welded.
  • the number of 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 be used, ie. initially as part of a Formwork for a first concrete part that adjusts to the joint be trained. Is this first concrete part created, i.e. the concrete on one side of the formwork parts 2a, 2b below Inclusion of half the leg length of the legs 3a, 3b of the bracket part and half the width of the joint tape 7 potted, the second of the joints Concrete parts are poured.
  • the formwork parts can for the formwork parts also other commercially available formwork materials be used.
  • the basket-like frame construction can have a different cross section or also consist of individual stirrups, individually with the respective Formwork parts are connected.
  • the bracket construction has an open wall so that the joint tape is embedded in the concrete can be.
  • the angle bars are not absolutely necessary. Otherwise, other known ones can Stiffeners are used.
  • brackets or the like can hold together the bent leg of the bracket construction be used

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)
  • Heterocyclic Carbon Compounds Containing A Hetero Ring Having Oxygen Or Sulfur (AREA)
  • Glass Compositions (AREA)
  • Percussion Or Vibration Massage (AREA)
  • Revetment (AREA)
  • Bridges Or Land Bridges (AREA)
  • Seal Device For Vehicle (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Operating, Guiding And Securing Of Roll- Type Closing Members (AREA)
  • Liquid Crystal (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 pour une bande couvre-joint, dans lequel le support présente une structure en étrier (3) en anse de panier comportant une paroi ouverte pour l'insertion de la bande couvre-joint (7) en béton et 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), la partie en étrier étant soudée aux parties de coffrage (2a, 2b) de telle sorte que les parties de coffrage (2a, 2b) rencontrent un côté (3a, respectivement 3b) de la partie en étrier perpendiculairement et sensiblement au milieu.
  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 à 4, 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 1991-09-19
DE9111725U DE9111725U1 (de) 1991-09-19 1991-09-19 Fugenschalungselement

Publications (3)

Publication Number Publication Date
EP0532908A1 EP0532908A1 (fr) 1993-03-24
EP0532908B1 EP0532908B1 (fr) 1996-04-24
EP0532908B2 true 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 (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202009004863U1 (de) * 2009-05-26 2010-10-21 Peca-Verbundtechnik Gmbh Fugenschalungselement

Families Citing this family (14)

* 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
DE19500939C2 (de) * 1995-01-14 1997-05-22 Sven Obernolte Schalungselement
DE19500937C2 (de) * 1995-01-14 1998-10-01 Sven Obernolte Absperrelement
DE29703937U1 (de) * 1997-03-04 1997-04-24 Tiletschke, Lothar, 32130 Enger Fugenbandabschalelement
EP1132545B1 (fr) * 2000-03-09 2008-12-31 Willibald Fischer Matériel de coffrage
EP1486626A3 (fr) * 2003-06-10 2006-05-10 Peca Verbundtechnik GmbH Elément de cachetage
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
DE202005014041U1 (de) 2005-09-06 2007-01-11 Fwr Solutions Gmbh Schalungselement
EP1921225B1 (fr) * 2006-11-09 2009-07-01 FWR Solutions GmbH Élément de coffrage avec raidissement
DE102007001513A1 (de) * 2007-01-10 2008-07-17 Fwr Solutions Gmbh Schalung
DE202008003246U1 (de) 2008-03-07 2008-05-08 Fwr Solutions Gmbh Schalungselement
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
DE202011001751U1 (de) * 2011-01-20 2012-04-25 Fwr Solutions Gmbh Schalung für den Betonbau

Family Cites Families (8)

* 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
CH459518A (de) * 1966-12-17 1968-07-15 Reising Wolfgang Satz von Bauelementen
DE3815870C1 (fr) * 1988-05-09 1989-08-03 Peca-Verbundtechnik Gmbh, 8312 Dingolfing, De
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
DE9106363U1 (de) * 1990-05-25 1991-10-02 Tricosal GmbH, 7918 Illertissen Vorrichtung zur Befestigung eines Fugenbandes

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202009004863U1 (de) * 2009-05-26 2010-10-21 Peca-Verbundtechnik Gmbh Fugenschalungselement

Also Published As

Publication number Publication date
DE59206101D1 (de) 1996-05-30
GR3020485T3 (en) 1996-10-31
ES2087368T5 (es) 2005-03-01
EP0532908B1 (fr) 1996-04-24
SG52665A1 (en) 1998-09-28
ES2087368T3 (es) 1996-07-16
DE9111725U1 (de) 1993-01-28
EP0532908A1 (fr) 1993-03-24
ATE137285T1 (de) 1996-05-15

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