EP0507054B1 - Schalungselement - Google Patents

Schalungselement Download PDF

Info

Publication number
EP0507054B1
EP0507054B1 EP92101712A EP92101712A EP0507054B1 EP 0507054 B1 EP0507054 B1 EP 0507054B1 EP 92101712 A EP92101712 A EP 92101712A EP 92101712 A EP92101712 A EP 92101712A EP 0507054 B1 EP0507054 B1 EP 0507054B1
Authority
EP
European Patent Office
Prior art keywords
panel
transverse
longitudinal bars
bars
shuttering element
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
EP92101712A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0507054A1 (de
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
Application filed by PECA-VERBUNDTECHNIK GmbH filed Critical PECA-VERBUNDTECHNIK GmbH
Publication of EP0507054A1 publication Critical patent/EP0507054A1/de
Application granted granted Critical
Publication of EP0507054B1 publication Critical patent/EP0507054B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • 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
    • E04G9/00—Forming or shuttering elements for general use
    • E04G9/02—Forming boards or similar elements
    • E04G9/06—Forming boards or similar elements the form surface being of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21F—WORKING OR PROCESSING OF METAL WIRE
    • B21F23/00—Feeding wire in wire-working machines or apparatus
    • B21F23/005—Feeding discrete lengths of wire or rod
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21F—WORKING OR PROCESSING OF METAL WIRE
    • B21F27/00—Making wire network, i.e. wire nets
    • B21F27/12—Making special types or portions of network by methods or means specially adapted therefor
    • B21F27/20—Making special types or portions of network by methods or means specially adapted therefor of plaster-carrying network
    • 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
    • E04G9/00—Forming or shuttering elements for general use
    • E04G9/02—Forming boards or similar elements
    • E04G9/06—Forming boards or similar elements the form surface being of metal
    • E04G9/065—Forming boards or similar elements the form surface being of metal the form surface being of wire mesh

Definitions

  • the invention relates to a formwork element of the type explained in the preamble of claim 1, a method for its production of the type explained in the preamble of claim 9 and a device suitable therefor.
  • Such a formwork element and a method for its production is known from DE-GM 86 04 345.
  • the well-known formwork element consists of a prefabricated structural steel mat, on which a panel made of expanded rib metal was arranged on one side and fastened by bridging.
  • the known formwork element is particularly suitable for formwork of connecting surfaces to which a further section of concrete is later to be connected.
  • the known formwork element is less useful for lost formwork.
  • its manufacture is complicated and expensive.
  • the invention is therefore based on the object of providing a formwork element which is simple and relatively inexpensive to produce and which is particularly suitable for lost formwork, a method for its production and a structurally simple device for carrying out the method.
  • the bars of the lattice work forming the carrier material are no longer arranged only on one side of the metal plate. According to the invention on both surfaces of the bars in between result in much better anchoring and reinforcement in the concrete. In addition, the crossing points of the bars covered in the prior art and covered on one side are avoided. As a result, the formwork element according to the invention is particularly suitable for lost formwork. Although a material is known from DE-PS 33 02 296, which consists of cross and longitudinal bars with an intervening wire mesh, this is, however, specially adapted for use as a drafting mat for pit expansion. A formwork made from it would hardly be useful.
  • the inventive arrangement of the sheet of sheet metal between the transverse and the longitudinal bars improves the bendability of the material, so that it is possible to dispense with the lashing that allows a limited relative movement between the parts and the parts of the formwork element are welded to one another in a simple and inexpensive manner can.
  • the device according to the invention permits continuous, automated production of the formwork elements according to the invention.
  • a similar production line is known from DE-PS 33 02 296, but this is used for the production of warping mats for pit construction and not for the production of formwork elements for concrete construction, whereby wire mesh wound up on rolls and rod material that can be wound up on rolls is processed.
  • no statements can be made about the type and time of the welding.
  • Figures 1 and 2 show a formwork element in the form of a formwork panel 1, which consists of cross bars 2, longitudinal bars 3 and a cover layer arranged between the cross and longitudinal bars 2, 3 in the form of a panel 4 made of commercial expanded metal.
  • the cross and longitudinal bars 2, 3 are distributed such that each one of the transverse and longitudinal bars 2, 3 is located on each of the transverse and longitudinal edges of the formwork panel 1.
  • the bar material made of structural steel or the like, which is also used for reinforcement mats or the like, can be used as transverse and longitudinal bars.
  • a corrosion protection coating 5 is applied on both sides and all round to the edge area of the formwork element 1, as exaggeratedly clearly shown in FIG.
  • the corrosion protection coating 5 consists of zinc, which was applied by the known flame spraying process in the usual layer thickness.
  • the width of the corrosion protection coating in the direction of the center of the formwork element is approximately 4 to 6 cm, preferably 5 cm.
  • a device 6 for producing the formwork panel 1 is shown schematically in FIG.
  • the device 6 contains a feed table 7, on which already stripped longitudinal bars 3 are deposited at their predetermined spacing for the formwork element 1.
  • the guide table 7 has a feed finger 8 for each of the longitudinal bars 3, which engages the trailing end of each longitudinal bar 3 in such a way that all longitudinal bars 3 are moved together step by step in the feed direction A.
  • a further guide 9 is provided above the guide table 7, which is designed as an inclined guide and which feeds panels 4 which have already been cut to the size of the finished formwork element 1.
  • the further guide 9 is arranged such that the panel 4 strikes the longitudinal bars 3 at or shortly before a welding station 10.
  • At the A holding-down element 11 is provided in the welding station 10, which aligns the plate 4 parallel to the cross bars 3.
  • a drum 12 which is designed as a feed device for the cross bars 2 and can be rotated in the direction of the arrow B and on the circumference of which holders 13 for the cross bars 2 are arranged in the form of semicircular depressions.
  • a ramp 14 is provided above the drum 12, through which the cross bars 12 are inserted individually into the brackets 13. Between the ramp 14 and the welding station 10 extends in the direction of arrow B a cover rail 15 which holds the cross bars 2 in their holders 13. Perpendicularly above the welding station 10, the cover rail 15 is interrupted by a gap 16 through which the respectively arriving crossbar falls down onto the table 4 under the effect of gravity.
  • a magnetic stop (not shown) can be provided on the hold-down device 11, which aligns the cross bar 12 at right angles to the longitudinal bars 3 and holds it in this position.
  • the welding station 10 furthermore has a spot welding device 17 which is only indicated by its electrodes and which acts from below and from above. After each cross bar 2 has been put down, the electrodes put on the position of the formwork element 1 at which, in a vertical projection, the cross bar 2 to be welded crosses with the longitudinal bars 3. In this way, both the cross bar 2 and each longitudinal bar 3 are welded to the panel 4.
  • the longitudinal bars 3 and the table 4 are then conveyed in the feed direction A by a distance corresponding to the distance between the cross bars 2.
  • the drum 12 is also rotated one step so that the next cross bar 2 is located above the welding station 10 and can be stored.
  • the second crossbar is then welded in the same way as the first crossbar.
  • the further feed can be transferred from the feed fingers 8 to a traction device, not shown, which engages the already welded area of the formwork panel and pulls it through the device 6.
  • the zinc coating 5 is applied by flame spraying and the formwork element 1 is bent into the desired shape, if necessary.
  • the formwork element according to the invention is particularly suitable for recess, storage and quiver formwork, concrete being applied to both sides of the formwork and, for example, an opening being kept open by a core.
  • any other sheet metal plate i.e. Both smooth steel sheet of preferably 0.5 to 2 mm sheet thickness, as well as flake or waffle sheet or the like can be used.
  • the transverse and longitudinal bars can also be arranged at different distances.
  • the formwork elements can also be produced continuously, in which case the web is only cut to the desired length after welding. Other suitable welding methods can also be provided.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Wire Processing (AREA)
  • Saccharide Compounds (AREA)
  • Polysaccharides And Polysaccharide Derivatives (AREA)
  • Bipolar Transistors (AREA)
  • Crystals, And After-Treatments Of Crystals (AREA)
  • Control Of Vending Devices And Auxiliary Devices For Vending Devices (AREA)
  • Coating By Spraying Or Casting (AREA)
  • External Artificial Organs (AREA)
  • Non-Silver Salt Photosensitive Materials And Non-Silver Salt Photography (AREA)
  • Medicinal Preparation (AREA)
  • Optical Integrated Circuits (AREA)
  • Butt Welding And Welding Of Specific Article (AREA)
EP92101712A 1991-04-05 1992-02-03 Schalungselement Expired - Lifetime EP0507054B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4111062 1991-04-05
DE4111062A DE4111062C1 (el) 1991-04-05 1991-04-05

Publications (2)

Publication Number Publication Date
EP0507054A1 EP0507054A1 (de) 1992-10-07
EP0507054B1 true EP0507054B1 (de) 1995-01-11

Family

ID=6428895

Family Applications (1)

Application Number Title Priority Date Filing Date
EP92101712A Expired - Lifetime EP0507054B1 (de) 1991-04-05 1992-02-03 Schalungselement

Country Status (8)

Country Link
EP (1) EP0507054B1 (el)
JP (1) JPH04343973A (el)
KR (1) KR100220991B1 (el)
AT (1) ATE117041T1 (el)
DE (2) DE4111062C1 (el)
DK (1) DK0507054T3 (el)
ES (1) ES2067259T3 (el)
GR (1) GR3014914T3 (el)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10037193C2 (de) * 2000-03-09 2003-08-28 Willibald Fischer Schalungsmaterial
DE202009004862U1 (de) 2009-05-26 2009-08-27 Peca-Verbundtechnik Gmbh Schalungselement
DE202010008091U1 (de) 2010-07-16 2010-10-07 Peca-Verbundtechnik Gmbh Schalungselement für eine Aufkantung
DE202009004863U1 (de) * 2009-05-26 2010-10-21 Peca-Verbundtechnik Gmbh Fugenschalungselement
DE202009005152U1 (de) 2009-08-18 2011-01-05 Peca - Verbundtechnik Gmbh Schalung für gekrümmte Bodenplatten
DE202009005153U1 (de) 2009-08-18 2011-01-05 Peca-Verbundtechnik Gmbh Schalung für eine Aufkantung
DE202014010300U1 (de) 2014-12-03 2015-03-11 Max Frank Gmbh & Co. Kg Schalungselement zum Erzeugen einer Arbeitsfuge in einem Betonteil
DE202019106248U1 (de) 2019-11-11 2019-11-27 Max Frank Gmbh & Co. Kg Schalungselement zum Erzeugen einer verzahnten Arbeitsfuge in einem Betonteil

Families Citing this family (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0586867A1 (de) * 1992-09-08 1994-03-16 Peca-Verbundtechnik Gmbh Abschalelement
ES2066711B1 (es) * 1993-01-26 1998-04-16 Comp Aplicaciones Metalicas Procedimiento para la fabricacion de malla soldada con una lamina incorporada.
DE29505305U1 (de) 1995-03-29 1996-07-25 Peca Verbundtechnik Schalung
DE19604766C1 (de) * 1996-02-09 1997-09-04 Willibald Fischer Schalungselement
DE19641422C2 (de) * 1996-10-08 2000-09-07 Willibald Fischer Verlorene Schalung für Betonbohrpfähle und Verfahren zu ihrer Herstellung
DE29712510U1 (de) 1997-07-15 1997-09-25 Fischer Willibald Vorrichtung zum Erzeugen einer Sollrißstelle
EP1132545B1 (de) 2000-03-09 2008-12-31 Willibald Fischer Schalungsmaterial
GB2413339A (en) * 2004-04-22 2005-10-26 Tony Killarney Lost shuttering having walls of expanded metal mesh
DE102007021826B4 (de) 2007-05-07 2009-04-09 Max Frank Gmbh & Co. Kg Schalungselement
DE202009004804U1 (de) 2009-05-12 2010-10-14 Peca-Verbundtechnik Gmbh Schalungssystem
DE202009004861U1 (de) 2009-05-26 2009-10-01 Peca-Verbundtechnik Gmbh Schalungselement
DE202009014872U1 (de) 2009-12-16 2011-04-28 Peca - Verbundtechnik Gmbh Fugenschalungselement
DE202010005218U1 (de) 2010-04-16 2010-06-24 Peca-Verbundtechnik Gmbh Schalungssystem
DE202011051320U1 (de) 2011-09-16 2011-10-28 Peca Verbundtechnik Gmbh Abschalelement für den Betonbau
DE202011051438U1 (de) 2011-09-26 2011-11-03 Peca Verbundtechnik Gmbh Abschalelement für Schlitzwände
US10376948B2 (en) 2015-02-18 2019-08-13 M.E.P. Macchine Elettroniche Piegatrici S.P.A. Apparatus and method for feeding bars
DE102015223112A1 (de) * 2015-11-23 2017-05-24 Mako Gmbh & Co. Kg Schalungstechnik Schalungselement
DE102020109531B3 (de) 2020-04-06 2021-07-29 Max Frank GmbH & Co. Kommanditgesellschaft Schalungssystem
DE102020109530B3 (de) * 2020-04-06 2021-05-27 Max Frank GmbH & Co. Kommanditgesellschaft Schalungssystem

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5248232A (en) * 1975-10-16 1977-04-16 Toshoku Kk Form used for placing concrete
JPS5343175A (en) * 1976-09-30 1978-04-19 Showa Seisakushiyo Kk Hydraulic buffer
JPS5345609A (en) * 1976-10-07 1978-04-24 Kobe Steel Ltd Manufacture of high speed steel ingot from powdery material
JPS54102U (el) * 1977-06-01 1979-01-05
DE3245179C2 (de) * 1982-12-07 1985-01-17 Staco Stapelmann GmbH, 4044 Kaarst Vorrichtung zum Herstellen von Gitterrosten
DE3302296C1 (de) * 1983-01-25 1984-08-23 Wilhelm Bläser GmbH & Co KG, 4618 Kamen Verfahren und Fertigungsstrasse zum Herstellen von Verzugmatten fuer den Grubenausbau
DE8604345U1 (de) * 1986-02-19 1986-06-12 Peca-Verbundtechnik GmbH, 94339 Leiblfing Schalungselement für Betonbauteile
GB2206633A (en) * 1987-06-12 1989-01-11 Sgb Group Plc A formwork panel
DE8709148U1 (el) * 1987-07-02 1987-11-26 Hiendl, Heribert, 8440 Straubing, De
JP2744995B2 (ja) * 1989-03-22 1998-04-28 株式会社東海ラス工業 コンクリート型枠形成用パネル

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10037193C2 (de) * 2000-03-09 2003-08-28 Willibald Fischer Schalungsmaterial
DE202009004862U1 (de) 2009-05-26 2009-08-27 Peca-Verbundtechnik Gmbh Schalungselement
DE202009004863U1 (de) * 2009-05-26 2010-10-21 Peca-Verbundtechnik Gmbh Fugenschalungselement
DE202009005152U1 (de) 2009-08-18 2011-01-05 Peca - Verbundtechnik Gmbh Schalung für gekrümmte Bodenplatten
DE202009005153U1 (de) 2009-08-18 2011-01-05 Peca-Verbundtechnik Gmbh Schalung für eine Aufkantung
DE202010008091U1 (de) 2010-07-16 2010-10-07 Peca-Verbundtechnik Gmbh Schalungselement für eine Aufkantung
DE202014010300U1 (de) 2014-12-03 2015-03-11 Max Frank Gmbh & Co. Kg Schalungselement zum Erzeugen einer Arbeitsfuge in einem Betonteil
DE102014117737A1 (de) 2014-12-03 2016-06-09 Max Frank Gmbh & Co. Kg Schalungselement zum Erzeugen einer Arbeitsfuge in einem Betonteil
DE102014117737B4 (de) 2014-12-03 2022-11-17 Max Frank Gmbh & Co. Kg Schalungselement zum Erzeugen einer Arbeitsfuge in einem Betonteil
DE202019106248U1 (de) 2019-11-11 2019-11-27 Max Frank Gmbh & Co. Kg Schalungselement zum Erzeugen einer verzahnten Arbeitsfuge in einem Betonteil

Also Published As

Publication number Publication date
KR100220991B1 (ko) 1999-09-15
DE59201163D1 (de) 1995-02-23
KR920020040A (ko) 1992-11-20
ES2067259T3 (es) 1995-03-16
EP0507054A1 (de) 1992-10-07
GR3014914T3 (en) 1995-05-31
ATE117041T1 (de) 1995-01-15
DK0507054T3 (da) 1995-05-01
DE4111062C1 (el) 1992-05-14
JPH04343973A (ja) 1992-11-30

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