WO1998016700A1 - Verbindungsvorrichtung für die schalungsplatten einer verlorenen betonschalung - Google Patents

Verbindungsvorrichtung für die schalungsplatten einer verlorenen betonschalung Download PDF

Info

Publication number
WO1998016700A1
WO1998016700A1 PCT/EP1997/004819 EP9704819W WO9816700A1 WO 1998016700 A1 WO1998016700 A1 WO 1998016700A1 EP 9704819 W EP9704819 W EP 9704819W WO 9816700 A1 WO9816700 A1 WO 9816700A1
Authority
WO
WIPO (PCT)
Prior art keywords
connecting part
parts
connecting device
holding element
connecting parts
Prior art date
Application number
PCT/EP1997/004819
Other languages
German (de)
English (en)
French (fr)
Inventor
Georges Henni
Original Assignee
Kewo Holding 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
Application filed by Kewo Holding Gmbh filed Critical Kewo Holding Gmbh
Priority to DE59701486T priority Critical patent/DE59701486D1/de
Priority to EP97944831A priority patent/EP0931201B1/de
Priority to SK348-99A priority patent/SK34899A3/sk
Priority to AT97944831T priority patent/ATE191946T1/de
Publication of WO1998016700A1 publication Critical patent/WO1998016700A1/de

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8635Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms

Definitions

  • the invention relates to a connecting device for the formwork panels of a lost concrete formwork, with two overlapping interlocking connecting parts to be fastened to opposite formwork panels.
  • a connecting device is known from EP 0 258 205 B1, which consists of two connecting parts which are fastened to the formwork panels lying opposite one another.
  • One of the connecting parts consists of a U-shaped sheet metal body, which has two latching recesses on its legs.
  • the other connecting part has a V-shaped or U-shaped base body, the sheet metal legs of which are arranged transversely to those of the first connecting part and have holes which snap into the latching recesses of the first connecting part.
  • the connecting parts of such a connecting device snap into one another when the two formwork plates are pressed together.
  • the prerequisite is that the connecting parts are mounted in the correct position at the designated positions on the formwork panels, and that the formwork panels are very precisely aligned relative to one another.
  • the present invention has for its object to provide a connecting device for formwork panels that can be assembled in a simple manner after the connecting parts have been previously attached to the respective formwork panels.
  • the connecting device has two connecting parts which are fastened to the formwork panels. If the circuit boards are properly placed against one another, the connecting parts on both sides overlap and a holding element can be inserted into the overlapping area, which penetrates the overlapping connecting parts and prevents the connecting parts from being pulled apart. In such a connecting device, the connecting parts are completely or almost without resistance against placed one against the other. The locking is carried out by the holding element inserted transversely through it. In this way, it is possible to fit numerous connecting devices, which are located between two formwork panels, into one another and then insert the holding elements. As a result, the formwork panels can be assembled into concrete formwork without great effort. If necessary, it is also possible to pull the holding element out again if it turns out that individual connecting parts have not been installed correctly. Then the concrete formwork can be opened again.
  • the connecting parts are arranged crossing one another, a first connecting part having a transverse recess into which the other connecting part engages.
  • This other connecting part has an opening in its wall surface through which the holding element can be inserted, which then engages under the first connecting part.
  • the holding element is preferably a rod which is inserted through several pairs of connecting parts.
  • This rod can be secured against movement in the longitudinal direction by rubbing the individual connecting devices. If this is not sufficient, it can be bent over after inserting it.
  • This bar can also serve as lost concrete reinforcement.
  • the connecting parts are preferably made of sheet metal and they are designed as V-shaped or U-shaped brackets, each with two base plates on the appropriate formwork panel. Such connecting parts can be produced in a simple manner by stamping and bending.
  • Fig. 1 is an exploded view of the connecting device
  • Fig. 2 is a perspective view of the connecting device in the assembled state.
  • the connecting device serves to connect the formwork panels 10, 11 (FIG. 2) of a lost concrete formwork.
  • These formwork panels which consist for example of a wood material, are held at a mutual distance by a plurality of connecting devices 13 in order to fill the space between the formwork panels with concrete. After the concrete has set, a wall element is formed on which the formwork panels 10, 11 remain as lost formwork.
  • the connecting device 13 has a first connecting part 14 and a second connecting part 15. Both connecting parts consist of sheet metal, preferably steel.
  • the first connecting part 14 has an essentially V-shaped shape, the two leg surfaces 16, 17 merging into one another in a narrow apex surface 18. At the ends of the leg surfaces 16, 17 there are fastening plates 19, 20 bent outwards with holes 21 in order to screw the connecting part onto a formwork plate or to fasten it in some other way.
  • the holes 21 are each arranged in an elevation of the mounting plate 19 or 20.
  • a recess 22 in the form of a gap extends across the leg surfaces 16, 17 and the apex surface 18, the flanks 23 of which diverge towards the apex surface 18, so that the recess 22 forms a V-shaped gap when viewed from the side. This gap extends over more than a third of the height of the leg surfaces 16, 17.
  • the second connecting part 15 is also made from a sheet metal strip.
  • the two leg surfaces 26, 27 are bent along the apex line 28 and placed flat against one another.
  • Fastening plates 29, 30 extend in opposite directions from their ends. There are holes 31 in the fastening plates 30 for screwing the connecting part 15 onto a formwork plate 11.
  • a hole 32 passes through each of the leg surfaces 26, 27 and is designed here as an elongated hole.
  • the connecting part 15 is arranged transversely to the connecting part 14 in such a way that its apex line 28 crosses the apex surface 18 of the first connecting part 14.
  • the second connecting part 15 penetrates into the recess 22 of the first connecting part.
  • the leg surfaces 26, 27 are placed against one another so that they have a certain amount of play with respect to the edges 23 of the recess 22.
  • a separate holding element 33 in the form of a round rod is pushed through the hole 32.
  • This holding element 33 lies against the underside of the apex surface 18 of the first connecting part 14 and thus locks the second connecting part 15 on the first connecting part 14.
  • the holding part 33 also forms a reinforcing bar. As is apparent from Fig. 2, it extends through a plurality of connecting devices 13 which are arranged along a line.
  • the holding part 33 can be secured against pulling out in that the holding element 33 is pre-bent at one point and thus cannot slip through the hole 32.
  • Other possibilities are to design the holding part 33 in such a way that it has a non-circular cross section. After the holding part has been pushed in, it can be rotated in order to hold onto the first or second connecting part in a frictional manner.
  • the second connecting part 15 also has holding means 34 in the form of cutouts in the side edges in order to (not shown) to include additional reinforcing bars, which then run parallel to the holding element 33.

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)
PCT/EP1997/004819 1996-10-12 1997-09-05 Verbindungsvorrichtung für die schalungsplatten einer verlorenen betonschalung WO1998016700A1 (de)

Priority Applications (4)

Application Number Priority Date Filing Date Title
DE59701486T DE59701486D1 (de) 1996-10-12 1997-09-05 Verbindungsvorrichtung für die schalungsplatten einer verlorenen betonschalung
EP97944831A EP0931201B1 (de) 1996-10-12 1997-09-05 Verbindungsvorrichtung für die schalungsplatten einer verlorenen betonschalung
SK348-99A SK34899A3 (en) 1996-10-12 1997-09-05 Device for securing shuttering panels in a concrete disposable pattern
AT97944831T ATE191946T1 (de) 1996-10-12 1997-09-05 Verbindungsvorrichtung für die schalungsplatten einer verlorenen betonschalung

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE29617776U DE29617776U1 (de) 1996-10-12 1996-10-12 Verbindungsvorrichtung für die Schalungsplatten einer verlorenen Betonschalung
DE29617776.8 1996-10-12

Publications (1)

Publication Number Publication Date
WO1998016700A1 true WO1998016700A1 (de) 1998-04-23

Family

ID=8030510

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP1997/004819 WO1998016700A1 (de) 1996-10-12 1997-09-05 Verbindungsvorrichtung für die schalungsplatten einer verlorenen betonschalung

Country Status (6)

Country Link
EP (1) EP0931201B1 (sk)
AT (1) ATE191946T1 (sk)
CZ (1) CZ123899A3 (sk)
DE (2) DE29617776U1 (sk)
SK (1) SK34899A3 (sk)
WO (1) WO1998016700A1 (sk)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1036891B1 (de) * 1999-03-01 2005-11-09 Gabriele Raschke Vorgefertigtes Verbundsystem zur Herstellung von Innen- und/oder Aussenwänden von Gebäuden
DE102007014366A1 (de) * 2007-03-26 2008-10-02 Gerhard Maier Bewehrungsvorrichtung für Fertigbau-Teile

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3321884A (en) * 1964-06-04 1967-05-30 Klaue Hermann Spaced building plates with embedded wire ties connected by rod means
DE1658878A1 (de) * 1968-01-23 1970-11-26 Georg Hubmann Bauelementesatz zur Schalung von Waenden mit vorgefertigten Schalungsplatten aus Stahlbeton
EP0094465A1 (fr) * 1982-05-14 1983-11-23 Luis Alejos Procédé de préfabrication de panneaux de construction, panneaux réalisés et installation pour la mise en oeuvre dudit procédé
EP0258205A1 (de) * 1986-07-03 1988-03-02 Eva Maria Dipl.-Ing. Gruber Verbindungsstück für die zwei Grundplatten einer verlorenen Schalung
DE4424941A1 (de) * 1994-07-14 1996-01-25 Ensle Paul Stiftung Verbundschalungssystem

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2294051A (en) * 1939-06-24 1942-08-25 Nils P Sjobring Wall construction
US3310924A (en) * 1964-08-04 1967-03-28 George V Boynton Partition construction with blocks supported by a wire lattice
GB1502944A (en) * 1975-04-11 1978-03-08 Heskin Ltd Brick-layers wall ties
GB9212839D0 (en) * 1992-06-17 1992-07-29 James Stephen A Variable interengageable wall tie

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3321884A (en) * 1964-06-04 1967-05-30 Klaue Hermann Spaced building plates with embedded wire ties connected by rod means
DE1658878A1 (de) * 1968-01-23 1970-11-26 Georg Hubmann Bauelementesatz zur Schalung von Waenden mit vorgefertigten Schalungsplatten aus Stahlbeton
EP0094465A1 (fr) * 1982-05-14 1983-11-23 Luis Alejos Procédé de préfabrication de panneaux de construction, panneaux réalisés et installation pour la mise en oeuvre dudit procédé
EP0258205A1 (de) * 1986-07-03 1988-03-02 Eva Maria Dipl.-Ing. Gruber Verbindungsstück für die zwei Grundplatten einer verlorenen Schalung
DE4424941A1 (de) * 1994-07-14 1996-01-25 Ensle Paul Stiftung Verbundschalungssystem

Also Published As

Publication number Publication date
SK34899A3 (en) 2000-03-13
CZ123899A3 (cs) 1999-10-13
ATE191946T1 (de) 2000-05-15
EP0931201B1 (de) 2000-04-19
DE29617776U1 (de) 1996-11-28
EP0931201A1 (de) 1999-07-28
DE59701486D1 (de) 2000-05-25

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