EP2037057A2 - Eléments de coffrage pour plafonds et procédé - Google Patents

Eléments de coffrage pour plafonds et procédé Download PDF

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Publication number
EP2037057A2
EP2037057A2 EP08158062A EP08158062A EP2037057A2 EP 2037057 A2 EP2037057 A2 EP 2037057A2 EP 08158062 A EP08158062 A EP 08158062A EP 08158062 A EP08158062 A EP 08158062A EP 2037057 A2 EP2037057 A2 EP 2037057A2
Authority
EP
European Patent Office
Prior art keywords
formwork
production
elements
ceiling
formwork 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.)
Granted
Application number
EP08158062A
Other languages
German (de)
English (en)
Other versions
EP2037057B1 (fr
EP2037057A3 (fr
Inventor
Martin Hemberger
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.)
Huennebeck Deutschland GmbH
Original Assignee
Huehnebeck Group GmbH
HUENNEBECK GROUP 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 Huehnebeck Group GmbH, HUENNEBECK GROUP GmbH filed Critical Huehnebeck Group GmbH
Publication of EP2037057A2 publication Critical patent/EP2037057A2/fr
Publication of EP2037057A3 publication Critical patent/EP2037057A3/fr
Application granted granted Critical
Publication of EP2037057B1 publication Critical patent/EP2037057B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • 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
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • 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
    • E04G2009/023—Forming boards or similar elements with edge protection
    • E04G2009/025—Forming boards or similar elements with edge protection by a flange of the board's frame

Definitions

  • the invention relates to a system of formwork elements for the shelling of concrete masses.
  • the invention further relates to a method for producing a blanket.
  • Formwork elements comprise a formwork panel, which may be made of wood or plastic.
  • a formwork panel which may be made of wood or plastic.
  • existing steel frame for formwork panels are known to protect formwork panels against side damage,
  • longitudinal and transverse beams which provide the required mechanical stability.
  • Shuttering elements are commercially available and are for example in the publications DE 02848154 A1 or DE 102004050564 A1 described.
  • a formwork element which is used for the production of a concrete wall, must be much more stable compared to a formwork element, which is used for the production of a ceiling.
  • a formwork element which is used for the production of a ceiling.
  • the weight thus depends on the thickness of the concrete layer, which is usually only a few 10 centimeters.
  • Formwork elements for a wall which are located in the lower part of a wall formwork, must be able to cope with the pressure of a liquid concrete mass, which is regularly 2.70 m high. Correspondingly higher is the pressure exerted on formwork elements for walls.
  • Shuttering elements for walls therefore preferably comprise a frame made of steel and steel longitudinal and transverse beams, wherein the distance between two parallel carriers is relatively small in order to stabilize the shuttering panel sufficiently.
  • the distances between parallel beams in a formwork element For ceilings relatively large, since the panel is exposed to lower pressures.
  • the carriers for a formwork element for a ceiling regularly made of wood. Overall, a formwork element for a ceiling is therefore significantly cheaper compared to a formwork element for a wall.
  • a system of formwork elements comprises formwork elements with different sized surfaces.
  • Large-area formwork elements are used to cover large areas.
  • Smaller formwork elements are needed in order to be able to cover the remaining small areas to be boarded.
  • a formwork element for a wall is usually no longer than the height of a conventional wall. Since a wall height of 2.70 m is common, a shuttering element for a wall is currently not more than 2.70 m in principle. If such a shuttering element comprises, for example, a 15 mm thick plate made of wood or a suitable plastic material, the distance between the steel cross braces immediately adjacent to the shuttering plate is 30 cm.
  • the smallest formwork elements used by the applicant for the production of walls typically cover an area 0.30 mx 1.20 m in order to fill gaps in a formwork.
  • the steel longitudinal members of such a formwork element lie in the same plane as the cross member and are welded to them. The overall height is 12 cm.
  • shuttering elements comprising panels reinforced with wood beams.
  • These are double T-beams, which have a height of 20 to 24 cm. A total of four side members are arranged in pairs below cross members.
  • the cross beams are also made of wood double T-beams with a height of 20 to 24 cm. On the crossbeams a 2 cm thick plate is fastened with the help of screws. Overall, the height is up to 50 cm. This requires a relatively large amount of space. Since ceilings regularly extend over lengths of more than 2.70 m, large-area formwork elements for ceilings are usually longer compared to formwork elements for walls.
  • the patent applicant leases shuttering elements for ceilings that are up to 5 meters long and up to 2.50 meters wide.
  • the side members are then each 4.90 m long.
  • the cross members are then up to 2.50 m wide.
  • the distance between the cross members is about 50 cm.
  • Such a formwork element is the burdens in the production of a ceiling grown, but not the stresses in the production of a wall.
  • a formwork element for ceilings also differs in the rule of formwork elements for walls by connecting elements, which are mounted below the carrier, and that usually below the side members.
  • the connection elements are designed so that supports can be attached thereto, preferably hinged, so as to be able to set up a shuttering for a ceiling can.
  • the connection elements are usually made of steel.
  • the invention has for its object to further optimize the production of blankets.
  • a system of formwork elements for the production of a ceiling which includes large-scale formwork elements for a ceiling and relatively small-scale formwork elements that can be used due to their stability for the production of walls and in particular of 2.70 m high walls .
  • the large-scale formwork elements are not sufficiently stable in order to be used for the production of walls, in particular of 2.70 m high walls to record the hydrostatic concrete pressure.
  • the large-area elements with at least one side in particular exceed a length of 2.70 m, preferably of at least 3.50 m.
  • the minimum distance between mutually parallel carriers is in a small-scale formwork element, which can also be used for the production of a wall, basically smaller compared to the minimum distance of mutually parallel carriers of a large-scale formwork element, which is not sufficiently stable for the production of Wall is. Exceptions may be present if z. B. the particular formwork panels used are different stable.
  • a formwork element for a ceiling is 2.40 x 5.40 meters and the board used is made of commonly used plastic materials, for example 15 mm thick
  • the minimum distance between supports is typically 43 cm compared to 30 cm at a formwork element for the production of a wall may not be regularly exceeded.
  • the system of formwork elements makes it possible to combine large, relatively inexpensive formwork elements for ceilings with small formwork elements for walls.
  • large-scale formwork elements for walls are constantly used on a construction site.
  • Small formwork elements, which only serve to fill in gaps, are regularly not used continuously. These can now be used for making a blanket be used. Overall, the number of shuttering elements required for the production of ceilings and walls on a construction site can be reduced.
  • the formwork elements are provided with such, in particular made of steel frame that a frame of a large-scale formwork element can be connected to the frame of a small-area frame member, for example, with clamps or clamps.
  • a frame of a large-scale formwork element can be connected to the frame of a small-area frame member, for example, with clamps or clamps.
  • the formwork panels are preferably mounted in the frame so that it is able to protect the formwork panels laterally against damage. If a formwork panel is laterally protected by a metal frame and a high-quality plastic panel is used as a formwork panel, the formwork panels can be used up to 200 times instead of 12 to 15 times before the formwork panels need to be replaced or repaired.
  • a claim according formwork element preferably comprises steel longitudinal and transverse beams which lie in a plane.
  • Such a frame construction is comparatively thin, for example, only 12 cm thick, this results in a saving of space during storage and during transport in comparison to such formwork elements, which comprise wooden carriers.
  • the frame of the formwork elements each have an inboard slope, which increases in the direction of the panel.
  • a tooth of a clamp or pliers used for the connection then sits on the slope.
  • small formwork elements for the production of a wall with in particular large formwork elements for the production of a ceiling by additional support are connected to each other, which are fixed below the two formwork elements to this.
  • additional carrier below a for example, large-area formwork element for a ceiling, have the cross member and / or longitudinal members of the formwork element, but in particular the cross member holes.
  • a pin with an associated thread can be pushed through such a hole.
  • An additional carrier can be attached with this thread below the support structure of a formwork element. The additional support then extends beyond the edge of the formwork element, for example, to be able to insert an adjacent formwork element, which can be used for the production of a wall in the casing.
  • an additional support can be attached both longitudinally and transversely to the cross members.
  • an additional carrier can be mounted perpendicular to the cross members of a Schalunsgelements.
  • the formwork elements for walls are preferably constructed in the same way. So here also have the cross member holes on to easily attach such additional support can.
  • the side members of formwork elements for ceilings preferably also have holes in order to be able to positively connect means with which supports can preferably be fastened in a hinged manner.
  • the supports are used for horizontal installation of formwork elements.
  • circumferential steel frame of a formwork element for ceiling holes and in particular long holes have circumferential steel frame of a formwork element for ceiling holes and in particular long holes. If required, hook elements and the like can be fitted in these oblong holes in order to be able to transport such a cover formwork with the aid of a crane.
  • the holes also serve the attachment of railing elements.
  • screws can be laterally mounted with screws that do not reach up to the surface of the formwork panels, but instead have a spacing that is typically 15 mm to 21 mm.
  • a support surface is provided, can be placed on the separate plates of 15 mm to 21 mm thickness, which have been cut accordingly to fill gaps that could not be filled with the available formwork elements.
  • the system includes as accessories a square hollow section, which can be attached to the frame element with holes therein, for example, can be screwed.
  • this square hollow profile vertically reliable, this has on the bottom of a projecting plate which engages under a horizontally positioned frame member when the square profile on the frame z. B. is screwed.
  • This projecting plate is dimensioned and arranged so that the vertical position is ensured. In this way, a slot for a square support can be provided, which is part of a railing.
  • a transport hook or eye with mandrel is offered as an accessory.
  • the mandrel can be pushed into a slot and fastened so as to provide a means of transport by means of a crane hook.
  • a transport hook (-sole) is used, which secures itself when it is attached to the frame member as intended.
  • FIG. 1 shows a formwork element with an existing plastic shuttering panel 1, which is protected by a circumferential, consisting of steel frame 2 against lateral damage.
  • the steel frame 2 is laterally provided with slots, which are provided for the attachment of accessories.
  • FIG. 2 An example of accessories will be in FIG. 2 shown.
  • a square hollow tube 4 is provided with a vertically projecting thread 5.
  • a vertically projecting plate 6 is mounted in the same direction as the thread 5.
  • the thread 5 can be pushed through a slot 3 and secured to the frame 2 by means of a nut 7, as in FIG. 3 is shown in section.
  • the plate 6 extends under the frame 2 and is applied to this.
  • the square tube extends vertically upwards when mounted. In this a support can now be pushed in, which is part of a railing.
  • the frame 2 is internally provided with a circumferential groove which includes a bevel 8.
  • This bevel 8 is for the engagement of teeth 9 a Ferrule 10 provided as the in FIG. 4 shown section illustrates.
  • Two formwork elements are connected to each other, wherein one of the formwork elements is relatively large and is suitable for stability reasons only for the production of a blanket, whereas the other formwork element is relatively small and is also suitable for the production of a wall.
  • FIG. 4 shown relatively large formwork element comprises a longitudinal member 11 which is provided with a bore 12. With the help of a thread and a nut, a folding means 13 is attached to the side rail. On the folding means 13, a support 14 is fixed, which can be pivoted relative to the shuttering element. Such a support 14 can now be omitted in the relatively small formwork element, since this is held by the ferrule 10.
  • FIG. 5 shows a view of a formwork element from below.
  • a multiplicity of cross members 15 cause a formwork panel 1 to cope with the loads.
  • the distance of the carrier is tuned to the stability of the formwork panel 1 chosen so that the formwork panel is up to the intended loads.
  • the distance and stability of the carrier is matched to the thickness of the formwork panel and stability of the material as a whole chosen so that the formwork panel has grown higher loads compared to a formwork panel of a formwork element for a ceiling.
  • the wall formwork elements used for the production of a ceiling are much smaller compared to the largest ceiling formwork elements.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
EP08158062.3A 2007-09-11 2008-06-11 Eléments de coffrage pour plafonds et procédé Active EP2037057B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102007000721A DE102007000721A1 (de) 2007-09-11 2007-09-11 Schalungselemente für Decken nebst Verfahren

Publications (3)

Publication Number Publication Date
EP2037057A2 true EP2037057A2 (fr) 2009-03-18
EP2037057A3 EP2037057A3 (fr) 2013-06-05
EP2037057B1 EP2037057B1 (fr) 2016-08-17

Family

ID=40194044

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08158062.3A Active EP2037057B1 (fr) 2007-09-11 2008-06-11 Eléments de coffrage pour plafonds et procédé

Country Status (3)

Country Link
EP (1) EP2037057B1 (fr)
DE (1) DE102007000721A1 (fr)
PL (1) PL2037057T3 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102018206238A1 (de) 2018-04-24 2019-10-24 Hünnebeck GmbH Verbindungselement für Schalungen
EP4253690A1 (fr) * 2022-03-29 2023-10-04 Peri Se Plateau de coffrage

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202015007809U1 (de) * 2015-11-12 2017-03-07 GM Global Technology Operations LLC (n. d. Ges. d. Staates Delaware) Bodenstruktur einer Kraftfahrzeugkarosserie
MX2019013647A (es) * 2017-05-15 2020-01-13 Sist Tecnicos De Encofrados Sa Panel para encofrados y sistema de encofrado que comprende dicho panel.
DE102022206972A1 (de) 2022-07-07 2024-01-18 Doka Gmbh Schalungstischelement

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2848154A1 (de) 1978-11-07 1980-05-14 Gerhard Dingler Stahlprofil fuer schaltafeln
DE102004050564A1 (de) 2004-10-15 2006-04-27 Hünnebeck GmbH Beschichtete Schaltafel

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE828594C (de) * 1948-10-02 1952-01-17 Bauruestzeug G M B H Stahlverschalung fuer Waende oder Decken
FR1564078A (fr) * 1968-03-07 1969-04-18
DE2927116A1 (de) * 1979-07-05 1981-01-08 Noe Schaltechnik Gmbh Deckenschalungssystem mit einer absenkkopf-stuetzanordnung
DE3013496A1 (de) * 1980-04-08 1981-10-15 Peri-Werk Artur Schwörer KG, 7912 Weißenhorn System-betonschaltung
CA1283557C (fr) * 1986-01-31 1991-04-30 Leonid Slonimsky Panneau pour coffrage de betonnage, et son raccord
JP2006183313A (ja) * 2004-12-27 2006-07-13 Nippon Rittai Chushajo Kaihatsu Kk スラブ型枠ユニット及び支持枠ユニット

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2848154A1 (de) 1978-11-07 1980-05-14 Gerhard Dingler Stahlprofil fuer schaltafeln
DE102004050564A1 (de) 2004-10-15 2006-04-27 Hünnebeck GmbH Beschichtete Schaltafel

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102018206238A1 (de) 2018-04-24 2019-10-24 Hünnebeck GmbH Verbindungselement für Schalungen
EP3561199A1 (fr) 2018-04-24 2019-10-30 Hünnebeck GmbH Élément de raccordement pour coffrages et procédé de raccordement du coffrage
EP4253690A1 (fr) * 2022-03-29 2023-10-04 Peri Se Plateau de coffrage

Also Published As

Publication number Publication date
DE102007000721A1 (de) 2009-03-12
EP2037057B1 (fr) 2016-08-17
PL2037057T3 (pl) 2016-12-30
EP2037057A3 (fr) 2013-06-05

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