EP3384108A1 - Schalungsteil und deckenschalung mit einem solchen schalungsteil - Google Patents
Schalungsteil und deckenschalung mit einem solchen schalungsteilInfo
- Publication number
- EP3384108A1 EP3384108A1 EP16802069.1A EP16802069A EP3384108A1 EP 3384108 A1 EP3384108 A1 EP 3384108A1 EP 16802069 A EP16802069 A EP 16802069A EP 3384108 A1 EP3384108 A1 EP 3384108A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- formwork
- support
- longitudinal
- carrier
- center
- 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
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 122
- 238000009416 shuttering Methods 0.000 claims description 12
- 230000009977 dual effect Effects 0.000 abstract 1
- 239000002184 metal Substances 0.000 description 4
- 241000251730 Chondrichthyes Species 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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
-
- 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
- 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
- E04G11/54—Girders, beams, or the like as supporting members for forms of extensible type, with or without adjustable supporting shoes, fishplates, or the like
Definitions
- the invention relates to a formwork part for a slab formwork, wherein the formwork part has a compensation element.
- the invention further relates to a slab formwork with such a formwork part.
- frame panel formwork elements are used, which at least partially form a mold for filling of liquid concrete. After hardening of the concrete, the formwork elements are removed. Formwork elements can not be adapted to any surface.
- makeshift structures are known to wear a support structure with a tailored individually to the gap formwork.
- Object of the present invention is in contrast to provide a formwork part with a compensation element that is flexible for closing a gap between a formwork element and a wall adaptable and reusable.
- the object of the invention is also to provide a slab formwork with such a formwork part.
- the object of the invention is thus achieved by a formwork part for a slab formwork.
- the formwork part has a compensation element.
- the compensating element has a base frame.
- Base frame has a side rail with a nail bar on which a compensating element shell skin of the slab formwork can be fastened.
- the longitudinal member is fixedly connected to a first cross member and a second cross member of the base frame.
- Firmly connected in the context of the present invention means that a release of the longitudinal member of the cross members without tools is not possible.
- the connection can be made for example by welding, screwing, riveting or gluing.
- the compensating element further comprises an outer support, which, in particular in parallel alignment with the longitudinal carrier, is displaceably guided on the two cross members.
- the outer support has a nail strip for attaching a compensating shell scarf.
- the formwork part according to the invention thus has two mutually adjustable nail strips for receiving a compensating element shell skin on.
- the formwork part can be adapted to individually existing gaps in a slab formwork and used repeatedly.
- the outer support is preferably displaceable, but not reversibly releasably arranged by the cross members removably disposed on the cross members.
- the captive secured to the cross member outer support allows compact handling of the formwork part.
- the cross member may be formed to an adjacent
- the outer support is preferably lockable in different positions relative to the cross members.
- the formwork part has a first center support.
- the center carrier can parallel to
- the first center carrier is reversibly releasably connected to the cross members.
- the first center carrier may have a nail bar for attaching the compensating shell scarf.
- the first center girder provides additional support for the
- the first center carrier can be removed and used alone as a carrier in narrow columns to be closed. This means that the center carrier is designed so that it is connectable without a base frame with a support head.
- a first cross member may include a first cross member guide rail.
- the first crossbar guide bar can be used to attach the first
- first center carrier and / or the outer carrier serve.
- first center support and / or the outer support a first Have center carrier guide rail or a first outer carrier guide bar, which engage behind the first cross member guide rail.
- the first center support or the outer support can be performed in a structurally simple manner on the first cross member.
- a second cross member may have a second one
- the second cross member guide bar can serve for fastening the first center support and / or the outer support.
- Crossbar guide rail engages behind.
- the first center girder or the outer girder can thus be guided particularly precisely on the two crossbeams.
- a locking device may be provided to determine the position of the first center support.
- Locking device can allow continuous adjustability of the first center support relative to a cross member.
- the locking device may be designed in the form of a wedge fastening.
- the locking device may allow a discrete adjustability of the first center support relative to a cross member.
- the first cross member may have a plurality of first Absteckö Anlagenen, in which a movably disposed on the first center support first bolt is inserted, so that the position of the first center support on the first cross member can be locked.
- the second cross member may have a second plurality
- the first center support may have support head receptacles to fix the first center support on a support head can.
- Column head receptacles can be designed in the form of connecting projections, which can partially engage behind supporting heads.
- the connection projections are preferably in the direction of the
- Center carrier arranged or formed.
- the connecting projections are preferably on sheet metal strips
- the longitudinal member may have Stützenkopfingn. Particularly preferably, the longitudinal member on connection projections, the
- Partial support heads can partially grip.
- the connecting projections are preferably arranged or formed on the ends of the longitudinal member viewed in the direction of the longitudinal axis of the longitudinal member.
- the connecting projections are preferably on sheet metal strips
- the outer support may have support head receptacles. More preferably, the outer support on column head recordings in the form of connecting projections, the support heads partially engage behind can.
- the connecting projections are preferably arranged or formed on the ends of the outer carrier viewed in the direction of the longitudinal axis of the outer carrier.
- the connecting projections are preferably on sheet metal strips
- the pouring element can have at least one further center carrier, which is designed in particular identically to the first center carrier.
- the further center carrier is preferably reversibly detachable arranged on the cross members and / or designed lockable relative to the cross members displaceable.
- the stability of the base frame can be significantly increased if the base frame has a longitudinal connector connecting the cross members.
- the longitudinal connector is preferably aligned parallel to the longitudinal carrier.
- the formwork part may have a column head.
- the compensating element, the first center carrier and / or a double carrier are connected to the column head.
- the column head can be partially engaged behind by a connecting projection.
- the balancing shell can be a component of the
- the object of the invention is further achieved by a
- the slab formwork can have a double carrier, the double carrier having support head receivers at its longitudinal ends.
- the support head receptacles are preferably in the form of
- the double carrier has at least one nail strip, in particular two nail strips.
- the width-adjustability of the compensating element is understood to be the maximum width covered or over-stretched by the compensating element shell skin minus the minimum width of the compensating element spanned or over-stretched by the compensating element shell skin.
- a rectangular formwork element is under the width of the
- Shell element understood the shorter side of the shell element in the plane of the formwork skin.
- Fig. 1 is a perspective view of a slab formwork
- Fig. 2 is a perspective view of a base frame of a
- FIG. 3 is a perspective view of an outdoor support
- FIG. 4 shows a perspective view of the base frame from FIG. 2 with the outer carrier according to FIG. 3;
- Fig. 5 is a perspective view of a Mitteiamis
- Fig. 6 is a perspective view of a formwork part of Fig. 1;
- Fig. 8 is a plan view of another slab formwork
- FIG. 9 is a perspective view of a double carrier.
- Fig. 10 are plan views of different applications of
- Fig. 1 shows a slab formwork 10.
- the slab formwork 10 serves to produce a concrete floor, which is supported on the walls 12a, 12b.
- the slab formwork 10 has several shell elements, of which, for reasons of clarity, only one formwork element 14 with a
- the formwork elements 14 are supported on ceiling supports, of which in Fig. 1 for reasons of clarity also only one ceiling support 16 is provided with a reference numeral.
- the ceiling support 16 has a formwork support 18 and a column head 20 arranged thereon.
- the formwork elements 14 have a frame 22 with a formwork skin 24 arranged thereon.
- Formwork elements 14 are rectangular in shape, so that arbitrarily shaped ceilings can not be produced exclusively by the formwork elements 14 shown in FIG.
- the slab formwork 10 therefore has formwork parts 26a-c. Like the formwork elements 14, the formwork parts 26a-c are through
- Ceiling supports 16 supported. Furthermore, the formwork parts 26a-c, as well as the formwork elements 14, one end in at least one
- Fig. 2 shows a base frame 28 of a formwork part 26a-c (see Fig. 1).
- the base frame 28 has a first cross member 30 a, a second cross member 30 b and a side member 32.
- the longitudinal member 32 connects the cross member 30a, 30b.
- the connection of the cross members 30a, 30b is reinforced by a longitudinal connector 34.
- the longitudinal connector 34th is the longitudinal member 32 opposite fixedly connected to the cross members 30a, 30b.
- Fig. 3 shows an outer support 36.
- the outer support 36 has
- FIG. 4 shows the formwork part 26c according to FIG. 1.
- the outer support 36 (see FIG. 3) is attached to the base frame 28 (see FIG. 2).
- the outer support 36 engages behind with his
- Cross member guide rails 40a-d The outer support 36 is thereby displaceably guided in the present embodiment in the direction of the longitudinal axes 42a, 42b. In the present case, the outer support 36 is thereby displaceable in parallel alignment with the longitudinal member 32. In other words, the longitudinal axis 44 of the outer support 36 extends parallel to the longitudinal axis 46 of the longitudinal member 32. At least one stop 48a, 48b prevents a Ausädeln and removing the outer support 36 of the cross members 30a, 30b. Each cross member 30a, 30b preferably has at least one stop 48a, 48b.
- Fig. 5 shows a center support 50a.
- the center carrier 50a is preferably formed almost identical to the outer carrier 36 (see FIG. 3).
- center carrier 50a has only two
- center carrier guide rails 52a, 52b Center carrier guide rails 52a, 52b. Furthermore, the center carrier 50a has slidably guided bolts 54a, 54b.
- Fig. 6 shows the formwork part 26a (see also Fig. 1). From Fig. 6 it can be seen that the cross member 30a, 30b of the formwork part 26a
- Abstecgro réelleen has, in which the bolts 54a, 54b (see FIG. 5) are partially inserted.
- FIG. 6 only two Abstecgro réelleen 56 a, 56 b provided with a reference numeral.
- the center carrier guide rails 52a, 52b engage behind the cross beam guide rails 40a, 40c (see Fig. 4) and the bolts 54a, 54b (see Fig. 5) are partially inserted into the lockout openings 56a, 56b, the center beams 50a , 50b stuck with the
- Cross beams 30a, 30b connected.
- the center supports 50a, 50b can be displaced in parallel either in the direction of the longitudinal axes 42a, 42b or from the
- Cross beams 30a, 30b are removed without the side rail 32 and / or the outer support 36 of the cross members 30a, 30b to
- the longitudinal beam 32, the center support 50a, 50b and the outer support 36 each have a nail strip 58a-d.
- the nail strips 58a-d are preferably made of plastic or wood
- connection projections 60a-k are preferably formed on sheet metal strips.
- the connection projections 60a-k are configured to partially engage behind support columns 20 (see FIG. 1).
- FIG. 7 shows a slab formwork 10 with the formwork element 14 and the formwork parts 26b, 26c.
- the formwork element 14 has the width A perpendicular to its longitudinal axis and parallel to its formwork skin 24 (see FIG. 1).
- the formwork part 26b has perpendicular to its longitudinal axis and parallel to a plane in which the cross members 30a, 30b (see Fig. 6) extend, the width B, the maximum span of the
- Shuttering part 26b corresponds.
- the formwork part 26 c has perpendicular to its longitudinal axis and parallel to a plane in which the
- Cross beams 30a, 30b extend, the width C, which corresponds to the minimum span of the formwork part 26c.
- the width A corresponds to a maximum of the difference of the widths B and C. In this way, any distances between the shell element 14 and the wall 12b can be realized: If the distance of the shell element 14 to the wall 12b exceeds the maximum span of the shell part 26c, another shell element 14 can be used become. On the other hand, if the distance between the formwork element 14 and the wall 12b is smaller than the minimum span width of the wall element 12b
- Shuttering member 26c the shuttering element 14 can be removed and instead a shuttering member 26c are used with a span which is greater than the width A of the shuttering element and smaller than the maximum span B of the shuttering part 26c.
- the cross members 30a, 30b of the formwork part 26c can partially engage under the formwork element 14.
- FIG. 8 shows a slab formwork 10 in which the formwork parts 26a-c are used in the case of a wall 12b running obliquely to the wall 12a.
- Fig. 9 shows a double carrier 62.
- Formwork elements 14 are introduced in order to provide narrow distances between the formwork elements 14 with a Ausretelementschalhaut (not shown).
- FIG. 10 shows a plurality of slab formworks 10, which by way of example show various possible uses of formwork elements 14, formwork parts 26a-c, Double beams 62 and center beams 50a show. Because of
- Cross beams 30a, 30b can support.
- the compensating element has a longitudinal member 32 and two cross beams 30a, 30b connected to the longitudinal member 32.
- an outer support 36 is slidably disposed on the cross beams 30a, 30b.
- at least one center carrier 50a, 50b may be releasably secured to the cross members 30a, 30b by the cross members 30a, 30b.
- the longitudinal member 32, the outer support 36 and / or at least one middle support 50a, 50b preferably have at least one support head receptacle, in particular in the form of a
- Connecting projection 60a-k in particular at least two
- Support head receptacles preferably in the form of
- connection projections 60a-k on.
- the connection projections 60a-k can be hooked into ceiling supports 16 of the slab formwork 10.
- the invention further relates to a slab formwork 10 with such
- Shuttering element 14 preferably has at least one support head receptacle, in particular in the form of a connecting projection 60a-k, which can be hooked into the ceiling support 16 of the slab formwork 10.
- the slab formwork 10 may have the ceiling support 16.
- the slab formwork 10 can be a
- Double carrier 62 have.
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)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102015223762.1A DE102015223762A1 (de) | 2015-11-30 | 2015-11-30 | Schalungsteil und Deckenschalung mit einem solchen Schalungsteil |
PCT/EP2016/079085 WO2017093225A1 (de) | 2015-11-30 | 2016-11-29 | Schalungsteil und deckenschalung mit einem solchen schalungsteil |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3384108A1 true EP3384108A1 (de) | 2018-10-10 |
EP3384108B1 EP3384108B1 (de) | 2021-02-24 |
Family
ID=57421857
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP16802069.1A Active EP3384108B1 (de) | 2015-11-30 | 2016-11-29 | Schalungsteil und deckenschalung mit einem solchen schalungsteil |
Country Status (6)
Country | Link |
---|---|
US (1) | US10640994B2 (de) |
EP (1) | EP3384108B1 (de) |
AU (1) | AU2016364218B2 (de) |
CA (1) | CA3005684C (de) |
DE (1) | DE102015223762A1 (de) |
WO (1) | WO2017093225A1 (de) |
Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102016212282A1 (de) * | 2016-07-06 | 2018-01-11 | Peri Gmbh | Ausgleichselement |
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 |
DE102018203612A1 (de) * | 2018-03-09 | 2019-09-12 | Peri Gmbh | Absenkeinrichtung sowie Stützvorrichtung und Deckenschalung mit einer solchen Absenkeinrichtung |
DE102019107430A1 (de) * | 2019-03-22 | 2020-09-24 | Peri Gmbh | Anschlussleiste für Deckenschalungen |
DE102020112138A1 (de) | 2020-05-05 | 2021-11-11 | Peri Gmbh | Unterzugschalung |
DE102021126176A1 (de) | 2021-10-08 | 2023-04-13 | Peri Se | Vorrichtung zum Aufbau einer Außenecke einer Deckenschalung, Deckenschalung, Horizontalträger, Stützkopf und Höhenausgleichselement und Abspannadapter und Verfahren zum Aufbau einer Außenecke einer Deckenschalung |
Family Cites Families (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US622666A (en) * | 1899-04-11 | Extensible platform | ||
US4133155A (en) * | 1977-06-29 | 1979-01-09 | Oelrich Lee D | Joist structure |
CA2085536A1 (en) * | 1992-12-16 | 1994-06-17 | Speral Aluminium Inc. | Interconnecting edge beams for concrete forming panels |
DE20318912U1 (de) * | 2003-12-05 | 2004-03-04 | Doka Industrie Gmbh | Schaltisch |
DE102005031151A1 (de) * | 2005-07-04 | 2007-01-18 | Peri Gmbh | Profilelement für ein Deckenschalungssystem |
MY167504A (en) * | 2007-02-16 | 2018-09-04 | Hang Seng Tang | A formwork system |
DE102007021159B4 (de) * | 2007-05-05 | 2009-01-08 | Peri Gmbh | Rostdeckenschalung zur Einbindung einer Säule |
FR2955877B1 (fr) * | 2010-02-03 | 2013-12-27 | Alphi | Module elementaire pour structure de coffrage de dalles de beton et structure de coffrage |
FR3000977B1 (fr) | 2013-01-11 | 2015-12-25 | Alphi | Poutrelle primaire de soutien a longueur ajustable |
DE202013104108U1 (de) | 2013-09-10 | 2013-09-19 | Doka Industrie Gmbh | Trägereinheit auf dem Gebiet des Bauwesens |
AT13864U1 (de) * | 2013-09-24 | 2014-10-15 | Doka Ind Gmbh | Tragvorrichtung für eine Betonschalung |
-
2015
- 2015-11-30 DE DE102015223762.1A patent/DE102015223762A1/de not_active Withdrawn
-
2016
- 2016-11-29 US US15/777,277 patent/US10640994B2/en active Active
- 2016-11-29 WO PCT/EP2016/079085 patent/WO2017093225A1/de active Application Filing
- 2016-11-29 CA CA3005684A patent/CA3005684C/en active Active
- 2016-11-29 AU AU2016364218A patent/AU2016364218B2/en active Active
- 2016-11-29 EP EP16802069.1A patent/EP3384108B1/de active Active
Also Published As
Publication number | Publication date |
---|---|
DE102015223762A1 (de) | 2017-06-01 |
US20180334816A1 (en) | 2018-11-22 |
AU2016364218A1 (en) | 2018-06-07 |
EP3384108B1 (de) | 2021-02-24 |
US10640994B2 (en) | 2020-05-05 |
AU2016364218B2 (en) | 2021-12-23 |
CA3005684C (en) | 2022-12-06 |
CA3005684A1 (en) | 2017-06-08 |
WO2017093225A1 (de) | 2017-06-08 |
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