EP3433449B1 - Deckentisch und deckenschalung mit einem solchen deckentisch - Google Patents

Deckentisch und deckenschalung mit einem solchen deckentisch Download PDF

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Publication number
EP3433449B1
EP3433449B1 EP17708814.3A EP17708814A EP3433449B1 EP 3433449 B1 EP3433449 B1 EP 3433449B1 EP 17708814 A EP17708814 A EP 17708814A EP 3433449 B1 EP3433449 B1 EP 3433449B1
Authority
EP
European Patent Office
Prior art keywords
support
formwork
ceiling
central
edge
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.)
Active
Application number
EP17708814.3A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP3433449A1 (de
Inventor
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 GmbH
Original Assignee
Peri 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 Peri GmbH filed Critical Peri GmbH
Publication of EP3433449A1 publication Critical patent/EP3433449A1/de
Application granted granted Critical
Publication of EP3433449B1 publication Critical patent/EP3433449B1/de
Active 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
    • E04G11/38—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
    • E04G9/00—Forming or shuttering elements for general use
    • E04G9/02—Forming boards or similar elements
    • E04G9/04—Forming boards or similar elements the form surface being of wood
    • 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
    • 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
    • E04G2009/028—Forming boards or similar elements with reinforcing ribs on the underside

Definitions

  • the invention relates to a slab table for a slab formwork, the slab table having an underframe with several supports.
  • the invention further relates to a ceiling formwork with such a ceiling table.
  • formwork elements for the production of concrete ceilings.
  • frame panel formwork elements are used that at least partially form a form for filling liquid concrete. After the concrete has hardened, the formwork elements are removed.
  • ceilings can be designed flexibly, as the ceiling formwork is composed of many individual formwork elements.
  • ceiling tables that have a base and a large formwork surface.
  • Such slab tables are covered with a Transfer fork brought to the next floor.
  • the disadvantage of the known ceiling tables is that they can only be transported in a bulky manner and are inflexible in use.
  • the known slab tables are often not compatible with other formwork elements.
  • a floor and roof formwork system which contains vertical supports, fixed mounting plates and formwork panels, which system is basically intended for the formation of reduced spaces, with a row of the vertical supports, a corresponding number of the fixed mounting plates, attached to the upper part of the above-mentioned supports are mounted, and a plurality of the formwork panels, which rest on the receiving plates provided on the supports, engage in its lattice structure.
  • a concreting slab formwork is described which contains the components columns with column heads, beams directly or indirectly supported by column heads, and formwork panels which are supported with the participation of these beams.
  • 3,364,647 A describes a method for the construction of high-rise buildings with reinforced concrete ceilings produced on site and with cantilevered balconies also made of reinforced concrete and extending over at least a large part of the side front of the house using a reusable, lowerable formwork carriage that, after the side and rear Walls of a room is supported on the completed lower ceiling.
  • WO 2015/004188 A1 describes a formwork panel for concreting formwork, which has a support structure and a separate formwork skin connected to the support structure, the support structure consisting essentially of plastic and the formwork skin consisting of a single formwork skin element essentially made of plastic or of several formwork skin elements in each case Is formed essentially from plastic, is detachably connected to the support structure.
  • EP 1 715 118 A2 Reusable elements of shorter length than the floor formwork panels are described which are arranged between two adjacent floor formwork panels and which are held at their outer ends on the same element support beams on which the floor formwork rests and which are opposite each other at their other ends.
  • WO 2012/058696 A2 describes a reinforced formwork panel comprising a plastic formwork panel, a reinforced frame being releasably attached to the back or underside of the formwork panel.
  • ES 2 310 956 A1 is disclosed to arrange frameless formwork elements side by side and to let short edges of the formwork elements rest on a supported rail.
  • the object of the present invention is therefore to create a slab table which enables a slab formwork to be created quickly with maximum flexibility.
  • the object of the invention is also to provide a slab formwork with such a slab table.
  • the slab table can be flexibly adapted to a building structure due to the at least one reversibly detachable formwork element.
  • the at least one reversibly detachably fastened formwork element can be removed from the slab table in order to create a recess for a concrete column.
  • the table top can be at least partially dismantled, the table top can still be transported in a compact manner with a truck.
  • a slab table of a slab formwork is understood to mean in particular a, preferably rigid, unit for creating a slab formwork, which enables a uniform transfer together with the supports of the slab table and the formwork elements of the slab table.
  • the flexibility of the slab table is further increased according to the invention if a plurality of formwork elements, in particular all formwork elements, of the slab table are fastened reversibly and detachably to the support frame.
  • the subframe can be arranged on the carrier skeleton in a reversibly releasable manner.
  • the carrier skeleton has a first main carrier and a first edge carrier which is reversibly releasably fastened to the first main carrier.
  • the carrier skeleton can thus be designed in a particularly flexible manner.
  • the at least one formwork element is preferably rectangular. More preferably, several formwork elements, in particular all formwork elements, are rectangular in shape.
  • the formwork elements can be designed identically in order to facilitate the assembly of the table top.
  • the longitudinal axis of the first main carrier preferably extends perpendicularly offset to the longitudinal axis of the first edge carrier.
  • the carrier skeleton can have a second edge carrier which is fastened reversibly and detachably to the first main carrier.
  • the longitudinal axis of the second edge support preferably runs parallel to the longitudinal axis of the first edge support.
  • the carrier skeleton has a second main carrier.
  • the longitudinal axis of the second main beam can run parallel to the first main beam.
  • the second main carrier can be arranged reversibly releasably on the first edge carrier.
  • the second main carrier can be arranged reversibly and detachably on the second edge carrier.
  • the carrier skeleton according to the invention has at least one central carrier which is arranged reversibly releasably on the first main carrier.
  • the longitudinal axis of the central support runs parallel to the longitudinal axis of the first edge support and / or parallel to the longitudinal axis of the second edge support.
  • the subframe can have several rollers so that the ceiling table can be moved easily.
  • At least one formwork element preferably several formwork elements, in particular all formwork elements, can each have a coupling point, in particular in the form of at least one locking projection, for the arrangement of a support head of the ceiling formwork.
  • the formwork surface of the slab table can be expanded particularly flexibly with further formwork elements.
  • At least one formwork element can have at least one plastic corner. This means that damaged corners, which are particularly at risk in the case of formwork elements, can easily be repaired by replacing the plastic corner.
  • the object according to the invention is also achieved by a ceiling formwork with a previously described ceiling table, a support head and a further formwork element.
  • the prop head can be arranged reversibly releasably on the further formwork element and reversibly releasably on the slab table.
  • the slab formwork thus comprises a slab table which has been expanded by at least one further formwork element.
  • the ceiling formwork can have a ceiling prop with the prop head and a formwork prop, so that the further formwork element can be supported on the ground not only via the ceiling table but also via the ceiling prop.
  • Fig. 1 shows a slab table 10 with several formwork elements, of which only the formwork elements 12a-c are provided with a reference number for reasons of clarity.
  • the formwork elements 12a-c are arranged on a support frame 14 of the slab table 10 so that they can be removed without being destroyed.
  • the carrier skeleton 14 is arranged on an underframe 16 with a plurality of supports, of which only the supports 18a-c are provided with a reference number for reasons of clarity.
  • the carrier skeleton 14 is arranged on the underframe 16 in a reversibly releasable manner. Individual parts of the carrier skeleton 14 are explained below.
  • Fig. 2 shows a first main carrier 20a of the carrier skeleton 14 (see FIG Fig. 1 ) with connection points 22a-c for the subframe 16 (see Fig. 1 ).
  • Fig. 3 shows a first edge carrier 24a of the carrier skeleton 14 (see Fig. 1 ).
  • the first edge carrier 24a has attachment points 22d , 22e for reversibly releasable fastening of the first edge carrier 24a to the first main carrier 20a (see FIG Figs. 2 and 4th ) on.
  • Fig. 4 shows a carrier skeleton 14 with the first edge carrier 24a and a second edge carrier 24b.
  • the edge supports 24a, 24b are reversibly detachably arranged on the first main support 20a and a second main support 20b.
  • Fig. 5 shows a first central carrier 26a of the carrier skeleton 14 (see FIG Fig. 1 ).
  • the first central support 26a has connection points 22f , 22g .
  • the connection points 22f, 22g of the first central beam 26a are identical to the connection points 22d, 22e (see Fig. 3 ) of the first edge support 24a.
  • the first central beam 26a can thereby - like the first edge beam 24a - in a simple manner on the main beams 20a, 20b (see FIG Fig. 4 ) to be ordered.
  • Fig. 6 shows a carrier skeleton 14 with several main carriers 20a, 20b as well as reversibly detachable edge carriers 24a, 24b and central carriers 26a-e arranged on the main carriers 20a, 20b .
  • the longitudinal axes 28a , 28b of the main beams 20a, 20b run parallel to one another.
  • the longitudinal axes 30a , 30b of the edge supports 24a, 24b run offset and perpendicular to the longitudinal axes 28a, 28b of the main beams 20a, 20b.
  • the longitudinal axes 32a-e of the central beams 26a-e run offset and perpendicular to the longitudinal axes 28a, 28b of the main beams 20a, 20b.
  • the carrier skeleton 14 thus forms a flexibly expandable and shrinkable receiving frame for several rectangular formwork elements 12a-c (see Figs. 7 and 8 ).
  • Fig. 7 shows the first formwork element 12a (see also Fig. 1 ).
  • the first formwork element 12a has a formwork element frame 34 .
  • the formwork element frame 34 preferably has at least one carrying opening 36a-d .
  • a formwork skin 38 is arranged on the formwork element frame 34.
  • the formwork element frame 34 is made of metal, in particular steel or aluminum.
  • the first formwork element 12a has at its Corners 40a-d each have a plastic cladding 42a-c , wherein due to the perspective illustration of the first formwork element 12a in Fig. 7 only the plastic panels 42a-c of the corners 40a-c are visible.
  • Fig. 8 shows the carrier skeleton 14 according to FIG Fig. 6 with formwork elements 12a-c arranged thereon (see also Fig. 7 ).
  • the formwork elements 12a-c are of identical design. In each case two formwork elements 12a-c can be arranged between two central girders 26a-e or between an edge girder 24a, 24b and the middle girder 26a, 26e next to the edge girder 24a, 24b.
  • the formwork elements 12a-c can be mounted on the carrier skeleton 14 independently of one another and can be removed from the carrier skeleton 14.
  • Fig. 9 shows the carrier skeleton 14 according to FIG Fig. 8 with all formwork elements 12a-l that can be fastened to the support frame 14.
  • the formwork elements 12a-l can optionally be inserted between the central supports 26a-e or between the central supports 26a, 26e and the edge supports 24a, 24b next to them.
  • the shuttering elements 12a-l are locked in place by releasably screwed-on end stops 44a-e of the central supports 26a-e, of which FIG Fig. 9 only the end stops 44a-e arranged at one end on the central supports 26a-e are visible (see also Fig. 6 with respect to the end stops arranged at the other end).
  • the end stops 44a-e are preferably plate-shaped.
  • Fig. 10 shows a ceiling formwork 46 with the ceiling table 10.
  • further formwork elements 48a-c can be attached to the slab table.
  • the further formwork elements 48a-c are connected to the slab table 10 via prop heads, with FIG Fig. 10 due to the perspective representation only the for Connection to the ceiling table 10 used prop heads 50a , 50b are visible.
  • the prop heads 50a, 50b connect the formwork elements 12g, 12k to the further formwork elements 48a, 48b.
  • the formwork elements 12a-l are identical to the further formwork elements 48a-c. Both the formwork elements 12a-l and the further formwork elements 48a-c each have coupling points (see coupling points 56a-d according to FIG Fig. 11 ) to connect a prop head 50a, 50b.
  • the prop heads 50a, 50b are arranged on formwork props 52a , 52b .
  • the prop heads 50a, 50b together with the formwork props 52a, 52b form ceiling props 54a , 54b.
  • Fig. 11 shows to clarify the flexible connectability of the further formwork elements 48a-c (see Fig. 10 ) to the formwork elements 12a-l (see Fig. 10 ) exemplarily the further formwork element 48c.
  • Fig. 11 is the formlining 38 (see Fig. 7 ) not visible.
  • the further formwork element 48c has coupling points 56a-d in the region of its corners 40a-d.
  • the coupling points 56a-d preferably have locking projections 58a-c .
  • the coupling points 56a-d offer the possibility of a corner connection of a support head 50c-f. How out Fig.
  • the prop heads 50c-f can be installed on the further formwork element 48c, indented to different degrees, so that the respective prop head 50c-f has a different number of other formwork elements (in Fig. 11 not shown) can support.
  • the further formwork element 48c has central coupling points 60a , 60b in order to enable central support of the further formwork element 48c by prop heads 50g , 50h .
  • Fig. 12 shows a ceiling table 10.
  • the ceiling table 10 corresponds to the ceiling table 10 according to FIG Fig. 1 .
  • the formwork element 12j (see Figs. 9 and 10 ) not mounted.
  • the slab table 10 can be used on the construction site despite a concrete column 62 .
  • Fig. 13 shows a ceiling formwork 46 in which two ceiling tables 10 according to Fig. 12 are juxtaposed to frame the concrete column 62.
  • the slab table 10 has at least one formwork element 12a-l, in particular several formwork elements 12a-l, which can be non-destructively mounted on an underframe 16 of the ceiling table 10 and removed from the underframe 16.
  • the slab table 10 has a support frame 14 on which a plurality of formwork elements 12a-l are arranged.
  • the supporting skeleton 14 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 20a, 20b, in particular parallel to one another, on which a pair of edge carriers 24a, 24b and at least one central carrier 26a-e arranged between the edge carriers 24a, 24b are arranged. Edge supports 24a, 24b and central supports 26a-e preferably run parallel to one another.
  • the invention further relates to a ceiling formwork 46 with such a ceiling table 10.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
EP17708814.3A 2016-03-21 2017-03-06 Deckentisch und deckenschalung mit einem solchen deckentisch Active EP3433449B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102016204633.0A DE102016204633A1 (de) 2016-03-21 2016-03-21 Deckentisch und Deckenschalung mit einem solchen Deckentisch
PCT/EP2017/055209 WO2017162423A1 (de) 2016-03-21 2017-03-06 Deckentisch und deckenschalung mit einem solchen deckentisch

Publications (2)

Publication Number Publication Date
EP3433449A1 EP3433449A1 (de) 2019-01-30
EP3433449B1 true EP3433449B1 (de) 2020-08-26

Family

ID=58228165

Family Applications (1)

Application Number Title Priority Date Filing Date
EP17708814.3A Active EP3433449B1 (de) 2016-03-21 2017-03-06 Deckentisch und deckenschalung mit einem solchen deckentisch

Country Status (7)

Country Link
US (1) US10907364B2 (es)
EP (1) EP3433449B1 (es)
AU (1) AU2017238581B2 (es)
CA (1) CA3015731C (es)
DE (1) DE102016204633A1 (es)
ES (1) ES2823177T3 (es)
WO (1) WO2017162423A1 (es)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11149434B2 (en) * 2017-08-02 2021-10-19 Doka Gmbh Method for producing a ceiling element and ceiling formwork

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ES2676603T3 (es) * 2016-02-02 2018-07-23 ULMA C y E. S. Coop Encofrado horizontal
EP3231961A1 (en) * 2016-04-12 2017-10-18 ULMA C y E, S. COOP. Horizontal formwork system and safety method for installing formwork panels in a a horizontal formwork system
US10407925B2 (en) * 2017-07-10 2019-09-10 Doka Gmbh Method of installing a formwork support system, formwork support system and longitudinal beam
US10487521B2 (en) * 2017-07-10 2019-11-26 Doka Gmbh Formwork support system and method of installing a formwork support system
DE102018118230A1 (de) * 2018-07-27 2020-01-30 Peri Gmbh Lagerkopf mit abspanntraverse und damit verbundenes deckenschalungssystem
DE102019107430A1 (de) * 2019-03-22 2020-09-24 Peri Gmbh Anschlussleiste für Deckenschalungen
DE102020200318A1 (de) * 2020-01-13 2021-07-15 Peri Gmbh Anbindung einer Deckenschalung an ein Gerüst
DE202020100159U1 (de) * 2020-01-13 2021-04-14 Peri Gmbh Rahmenschalungselement und Schalungssystem
DE102021131957A1 (de) 2021-12-03 2023-06-07 Peri Se Verfahren zur Montage und Demontage wenigstens eines Deckentischs zur wenigstens teilweisen Schalung einer Betondecke
DE102022100754A1 (de) 2022-01-13 2023-07-13 Peri Se Deckentisch zur wenigstens teilweisen Schalung einer Betondecke

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EP1384837A1 (en) * 2001-04-03 2004-01-28 ULMA C y E, S. COOP. Floor and roof formwork system
DE102012211388A1 (de) * 2012-06-29 2014-01-02 Hofin Gmbh Betonierungs-Deckenschalung

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DE102012211388A1 (de) * 2012-06-29 2014-01-02 Hofin Gmbh Betonierungs-Deckenschalung

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Publication number Priority date Publication date Assignee Title
US11149434B2 (en) * 2017-08-02 2021-10-19 Doka Gmbh Method for producing a ceiling element and ceiling formwork

Also Published As

Publication number Publication date
CA3015731A1 (en) 2017-09-28
ES2823177T3 (es) 2021-05-06
US10907364B2 (en) 2021-02-02
EP3433449A1 (de) 2019-01-30
WO2017162423A1 (de) 2017-09-28
AU2017238581B2 (en) 2021-04-22
CA3015731C (en) 2023-07-18
AU2017238581A1 (en) 2018-08-30
DE102016204633A1 (de) 2017-09-21
US20190085571A1 (en) 2019-03-21

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