EP4190991A1 - Procédé de montage et de démontage d'au moins une table de plafond pour le coffrage au moins partiel d'un plancher en béton - Google Patents

Procédé de montage et de démontage d'au moins une table de plafond pour le coffrage au moins partiel d'un plancher en béton Download PDF

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Publication number
EP4190991A1
EP4190991A1 EP22209847.7A EP22209847A EP4190991A1 EP 4190991 A1 EP4190991 A1 EP 4190991A1 EP 22209847 A EP22209847 A EP 22209847A EP 4190991 A1 EP4190991 A1 EP 4190991A1
Authority
EP
European Patent Office
Prior art keywords
support
skeleton
receiving device
floor table
transfer carriage
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.)
Pending
Application number
EP22209847.7A
Other languages
German (de)
English (en)
Inventor
Bernd Renz
Martin STÖRK
Werner Schneider
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.)
Peri SE
Original Assignee
Peri SE
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 Peri SE filed Critical Peri SE
Publication of EP4190991A1 publication Critical patent/EP4190991A1/fr
Pending 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
    • 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
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • E04G11/50—Girders, beams, or the like as supporting members for forms
    • E04G11/52—Girders, beams, or the like as supporting members for forms of several units arranged one after another
    • 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
    • E04G11/38—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 for plane ceilings of concrete
    • 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
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • 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
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • E04G11/50—Girders, beams, or the like as supporting members for forms
    • 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
    • E04G19/00—Auxiliary treatment of forms, e.g. dismantling; Cleaning devices
    • E04G19/003—Arrangements for stabilising the forms or for moving the forms from one place to another
    • 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
    • E04G25/00—Shores or struts; Chocks
    • E04G25/04—Shores or struts; Chocks telescopic
    • 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
    • E04G25/00—Shores or struts; Chocks
    • E04G2025/003—Supports therefor, e.g. tripods

Definitions

  • the invention relates to a method for assembling at least one slab table for at least partial formwork of a concrete slab. Furthermore, the invention relates to a method for dismantling at least one floor table and a moving carriage.
  • formwork elements for the production of concrete ceilings.
  • frame panel formwork elements or panels are used, which at least partially form a mold for filling in liquid concrete. After the concrete has hardened, the formwork elements are removed.
  • Slabs can be designed flexibly with the help of formwork elements, since the slab formwork is composed of many individual formwork elements.
  • the slab formwork is composed of many individual formwork elements.
  • Edge protection can already be mounted on the slab tables.
  • the slab tables are usually completely pre-assembled and have to be transported to the place of use by crane. After the freshly concreted ceiling has hardened, the slab tables are brought to the next floor with a lifting fork or the like. Dismantling can only be carried out using lifting forks and open ceiling edges.
  • a disadvantage of the known ceiling tables is that they are bulky to transport and cannot be used flexibly. Furthermore, known floor tables are often not compatible with other formwork elements. In addition, complex logistics and high crane capacities or high crane utilization are required.
  • the DE 10 2016 204 633 A1 relates to a slab table for the partial formwork of a concrete slab.
  • the slab table has at least one formwork element, in particular a plurality of formwork elements, which can be mounted non-destructively on a subframe of the slab table and can be dismantled from the subframe.
  • the ceiling table has a supporting skeleton on which at least one formwork element, in particular a plurality of formwork elements, is/are arranged.
  • the carrier skeleton can have a plurality of struts which can be connected to one another and separated from one another in a non-destructive manner.
  • the carrier skeleton preferably has a pair of main carriers, in particular running parallel to one another, on which a pair of edge carriers and at least one central carrier arranged between the edge carriers are arranged. Edge beams and center beams preferably run parallel to one another.
  • the document also relates to a slab formwork with such a slab table.
  • the present invention is based on the object of specifying a method for assembling or disassembling at least one floor table of the type mentioned at the beginning, which avoids the disadvantages of the prior art, in particular does not require complex logistics and does not require high crane utilization.
  • the slab tables can be mounted at a safe working height on a carriage that can be raised and lowered, manually or automatically. By lifting, the supports can be fixed under the tables. The tables can then be adjusted in height and position with the trolley. After concreting, the tables can be dismantled in reverse order without the need for an open slab edge, a heavy crane or a lifting fork. For example, the removal could take place via a platform or the like arranged on the building.
  • the slab tables can be modular and assembled from girders and slab formwork elements of various sizes.
  • the tables can be mounted directly on a sales trolley.
  • the assembly can thus be carried out at an ergonomic working height.
  • the table is aligned diagonally during assembly using suitable fixtures.
  • An exact diagonal dimension of the slab tables is of particular importance for slab formwork.
  • the table can be brought to a suitable height in order to mount the supports.
  • the table can then be moved to the place of use according to the height and position requirements. Dismantling is carried out in reverse order. i.e. only light individual parts are ever moved.
  • the transfer trolley or lift and trolley can also be designed as a table lifter or as a transfer fork.
  • a formwork element can in particular be a frame panel formwork element or panel.
  • the formwork elements can have a formwork element frame and a formwork skin arranged on the formwork element frame.
  • the panels can be 1m x 2m or 2m x 66.6cm in size.
  • the floor tables can have an area of 4 m ⁇ 6 m, for example.
  • the slab formwork, which has the slab tables, can have an area of 100 to 500 square meters, for example.
  • step b) as a partial step, in particular after step b2) can also include: b3) Reversibly detachable attachment of at least one central girder to the main girders, the longitudinal axis of the central girder running parallel to the longitudinal axes of the edge girders.
  • the slab tables can be dismantled in reverse order after concreting.
  • Claim 5 relates to a transfer vehicle or assembly and transfer vehicle for use in a method according to the invention, with a raisable and lowerable Receiving device which is designed to receive a first main girder and a second main girder of a skeleton support of a floor table.
  • the transfer carriage can be provided with at least one winch, via which the receiving device can be raised and lowered or lowered.
  • the winch can be designed manually, for example using a crank or the like, or automatically, for example electrically.
  • the receiving device can have holding areas which are adapted to a cross-sectional shape of the main beam.
  • the main beams can be easily placed in the holding areas for the direct assembly of the carrier skeleton on the transfer wagon.
  • FIGS. 1 to 10 show perspective views to illustrate the method according to the invention.
  • figure 1 shows an assembly and transfer trolley or transfer trolley 1 for use in a method according to the invention for the assembly or disassembly of at least one floor table 2 (see figures 9 and 10 ) for at least partial formwork of a concrete ceiling, not shown.
  • the transfer carriage 1 has a raisable and lowerable receiving device 3, which is designed to a first main beam 4a and a second main beam 4b in the Figures 2 to 10 shown carrier skeleton 5 of a floor table 2 record.
  • the transfer carriage 1 can be provided with at least one winch 6, via which the receiving device 3 can be raised and lowered.
  • the receiving device 3 has holding areas 3a, which are adapted to a cross-sectional shape of the main beams 4a, 4b. How out figure 1 can be seen further, the transfer carriage 1 is provided with rollers 1a for moving.
  • the main beams 4a, 4b are provided with receptacles 12 for at least one support 10.
  • FIG. 1 Edge beam 7 and central beam 8 for the support skeleton 5 shown.
  • a stack with formwork elements 9 is present.
  • the at least one support 10 is required, which in the figures 9 and 10 is shown.
  • a method for assembling at least one slab table 2 for at least partial formwork of a concrete slab which has a support skeleton 5, at least one formwork element 9 and at least one support 10, the method in the sequence at least the following in the Figures 1 to 10 includes indicated steps.
  • the transfer carriage 1 which can be moved in particular, is provided with the receiving device 3 which can be raised and lowered and which is designed to receive the carrier skeleton 5 of the floor table 2 .
  • step b) a mounting of the support skeleton 5 of the floor table 2 on the receiving device 3 of the transfer carriage 1.
  • step b1) of step b) as in figure 2 shown in more detail, the first main carrier 4a and the second main carrier 4b spaced therefrom are arranged in the receiving device 3 of the transfer carriage 1, the longitudinal axis of the first main carrier 4a running parallel to the longitudinal axis of the second main carrier 4b.
  • step b2) of step b) is shown, in which first and second edge supports 7 are reversibly detachably fastened to the main supports 4a, 4b, the longitudinal axes of the edge supports 7 running perpendicular to the longitudinal axes of the main supports 4a, 4b.
  • a reversibly detachable attachment of the at least one central support 8 to the main supports 4a, 4b is indicated as partial step b3) of step b), the longitudinal axis of the central support 8 running parallel to the longitudinal axes of the edge supports 7.
  • the figures 6 and 7 show a step c), in which the at least one formwork element 9 is fastened to the supporting skeleton 5 of the floor table 2.
  • the at least one formwork element 9 in turn has a formwork skin 9a which is arranged on a formwork element frame 9b.
  • the carrier skeleton 5 with the at least one formwork element 9 is raised in a step d).
  • the supports 10 can be placed in the receptacles 12 of the main beams 4a, 4b.
  • a step f) the positioning and alignment of the moving carriage 1 takes place at the intended installation location of the floor table 2.
  • a step g) the floor table 2 is positioned at the installation height by means of the lifting and lowering receiving device 3 of the moving carriage 1.
  • a step h) adjusting the at least one support 10 in order to place the floor table 2 on the at least one support 10.
  • a step i) the receiving device 3 is lowered and the transfer carriage 1 is removed.

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)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
EP22209847.7A 2021-12-03 2022-11-28 Procédé de montage et de démontage d'au moins une table de plafond pour le coffrage au moins partiel d'un plancher en béton Pending EP4190991A1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102021131957.9A DE102021131957A1 (de) 2021-12-03 2021-12-03 Verfahren zur Montage und Demontage wenigstens eines Deckentischs zur wenigstens teilweisen Schalung einer Betondecke

Publications (1)

Publication Number Publication Date
EP4190991A1 true EP4190991A1 (fr) 2023-06-07

Family

ID=84363782

Family Applications (1)

Application Number Title Priority Date Filing Date
EP22209847.7A Pending EP4190991A1 (fr) 2021-12-03 2022-11-28 Procédé de montage et de démontage d'au moins une table de plafond pour le coffrage au moins partiel d'un plancher en béton

Country Status (5)

Country Link
US (1) US20230175274A1 (fr)
EP (1) EP4190991A1 (fr)
CN (1) CN116220343A (fr)
CA (1) CA3182843A1 (fr)
DE (1) DE102021131957A1 (fr)

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH413324A (fr) * 1963-05-31 1966-05-15 Rhodius Deville Sa Dispositif de soutien de moules de coffrage
DE1759423A1 (de) * 1968-04-29 1971-06-09 Laurenz Kistler Verfahren und Geraet zum Ausschalen von Schaltungen von Betondecken
US3977536A (en) * 1975-06-09 1976-08-31 M.M. Sundt Construction Company Concrete construction method and apparatus using "flying" truss deck forms
DE19602981A1 (de) * 1995-04-01 1996-10-02 Thyssen Huennebeck Gmbh Vorrichtung zum Einbauen und Ausbauen von Deckenschalungen
FR2867497A1 (fr) * 2004-03-09 2005-09-16 Const De La Cote D Emeraude Dispositif d'aide au decoffrage
EP2463457A1 (fr) * 2009-04-01 2012-06-13 Salvador Pujol Barcons Système de coffrage modulaire et intégral haute précision pour la construction de structures monolithiques en béton armé
DE102016204633A1 (de) 2016-03-21 2017-09-21 Peri Gmbh Deckentisch und Deckenschalung mit einem solchen Deckentisch

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH455238A (de) 1967-02-17 1968-06-28 Kistler Laurenz Verfahren und Gerät zum Ausschalen von Schalungen von Betondecken
CH535884A (de) 1971-11-26 1973-04-15 Kaestli Oskar Fahrbarer Wagen für das Ein- und Ausschalen
DE19813789A1 (de) 1998-03-27 1999-09-30 Peri Gmbh Deckenschaltisch-Anordnung

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH413324A (fr) * 1963-05-31 1966-05-15 Rhodius Deville Sa Dispositif de soutien de moules de coffrage
DE1759423A1 (de) * 1968-04-29 1971-06-09 Laurenz Kistler Verfahren und Geraet zum Ausschalen von Schaltungen von Betondecken
US3977536A (en) * 1975-06-09 1976-08-31 M.M. Sundt Construction Company Concrete construction method and apparatus using "flying" truss deck forms
DE19602981A1 (de) * 1995-04-01 1996-10-02 Thyssen Huennebeck Gmbh Vorrichtung zum Einbauen und Ausbauen von Deckenschalungen
FR2867497A1 (fr) * 2004-03-09 2005-09-16 Const De La Cote D Emeraude Dispositif d'aide au decoffrage
EP2463457A1 (fr) * 2009-04-01 2012-06-13 Salvador Pujol Barcons Système de coffrage modulaire et intégral haute précision pour la construction de structures monolithiques en béton armé
DE102016204633A1 (de) 2016-03-21 2017-09-21 Peri Gmbh Deckentisch und Deckenschalung mit einem solchen Deckentisch

Also Published As

Publication number Publication date
CN116220343A (zh) 2023-06-06
CA3182843A1 (fr) 2023-06-03
DE102021131957A1 (de) 2023-06-07
US20230175274A1 (en) 2023-06-08

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