EP2439350B1 - Elément de coffrage - Google Patents

Elément de coffrage Download PDF

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Publication number
EP2439350B1
EP2439350B1 EP11001277.0A EP11001277A EP2439350B1 EP 2439350 B1 EP2439350 B1 EP 2439350B1 EP 11001277 A EP11001277 A EP 11001277A EP 2439350 B1 EP2439350 B1 EP 2439350B1
Authority
EP
European Patent Office
Prior art keywords
component
bottom plate
shuttering
components
formwork
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
EP11001277.0A
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German (de)
English (en)
Other versions
EP2439350A1 (fr
Inventor
Dirk Holzman
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.)
Holzmann & Co KG GmbH
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Holzmann & Co KG GmbH
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Publication date
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Publication of EP2439350A1 publication Critical patent/EP2439350A1/fr
Application granted granted Critical
Publication of EP2439350B1 publication Critical patent/EP2439350B1/fr
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E04B1/762—Exterior insulation of exterior walls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/0007—Base structures; Cellars
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B2005/322—Floor structures wholly cast in situ with or without form units or reinforcements with permanent forms for the floor edges

Definitions

  • the following invention relates to a formwork element according to the preamble of claim 1.
  • Corresponding formwork elements are known from the prior art.
  • shuttering elements have become known recently, which are made of a thermally insulating material.
  • the formwork elements of a so-called "lost" formwork remain in their formwork position after curing of the cast concrete.
  • the formwork elements are often provided with an uneven surface, so that the cast concrete connects better with the surface of the formwork elements.
  • Subsequent detachment of the formwork elements from the front side of the finished cast floor slab is considerably more difficult.
  • a generic formwork element is from the Scriptures DE 92 18 719.6 known.
  • the formwork element is formed in two parts, a shuttering foot engages under the concrete floor to be created partially. Further examples of formwork elements can be found in the publications GB 2 361 943 A and WO 01/96671 A1 ,
  • the base plate after curing of the cast concrete is to serve as a base for a masonry to be built, must be one before Seal to be made against any moisture penetrating. Compared with the masonry standing up on the base plate, the seal must be made both against moisture penetrating into the base plate from below as well as from the side.
  • the seal has been made in such a way that the sealing material such as a tar paper laid on the edge region of the bottom plate and rolled over the top of the formwork element with an overlap and the overlap has then been placed on the side surface of the formwork element.
  • the horizontally over the bottom plate and the surface of the formwork element rolled geomembrane should seal the bottom plate against rising from below moisture, while the overlapping on the lateral end face of the formwork element launched part of the geomembrane is to seal against the moisture penetrating laterally.
  • the upper component can be connected to the lower component again after removal, but with a lateral offset to the upper part of the front side of the cast base plate by rotation of the upper component about an axis and / or the use of laterally offset fasteners.
  • the lateral offset is required because the geomembrane rests after its attachment on the front side of the bottom plate and protrudes to the extent of its thickness, so that the upper component is no longer installed in exactly the original formwork position.
  • the end face of the cast floor slab is accessible in order to be able to place a geomembrane over the casting edge of the floor slab into the area of the end face of the floor slab.
  • the geomembrane can rest directly on the front side of the bottom plate.
  • the lower part of the split Shuttering element can remain firmly connected to the front side of the bottom plate.
  • the detachable connection of the at least two components with each other can be realized in different ways.
  • a screw is possible to be screwed in the insulation dowels in the material of the formwork element in order to produce a screwing of the two components together via the insulation dowels.
  • the insulating dowels it is also possible to extrude a strip of a screwable material in one or more of the components, over which then a screw connection can be produced.
  • blind holes can be provided in the components through which the screws are better screwed.
  • a fixation by positive engagement or frictional engagement by which the upper component is held in position to fill the formwork function to the setting of the concrete, constitutes a releasable connection in the context of this invention.
  • connection between the various components can also be provided via tongue and groove connections, optionally with a dovetail cross-sectional shape or with undercuts. Also possible Velcro fasteners, buckles or clip closures, or it can be used connecting pins that can be inserted into prepared recesses in the components.
  • the lower component on the formwork side on an uneven surface may be off a corrugation, waffle or roughening or a rough coating has been applied to the component over which a permanent connection of the component results with the cast concrete.
  • the uneven surface of the lower component on the formwork side results in a durable loadable mechanical connection with the concrete, by which a simple detachment of the component from the front side of the bottom plate is avoided.
  • the upper component on the formwork side on a smooth surface Due to the smooth surface, it is easier to detach the upper component after curing of the concrete from the front side of the bottom plate and to remove the component to then make the sealing of the bottom plate.
  • the separability can be promoted by a separate release agent such as an oil film or the like.
  • the lower component made of a thermally insulating material, in particular extruded polystyrene.
  • a thermally insulating material in particular extruded polystyrene.
  • the use of this material for the lower component ensures that this component has sufficient thermal insulation properties. This is important as the bottom component will always remain permanently in the original formwork position. This is not absolutely necessary for the upper component.
  • the upper component initially serves only the purpose of enabling a shuttering of the bottom plate during concreting. Since the upper component is removed after curing of the concrete to then hang up the seal on the bottom plate, the upper component does not necessarily have from a heat insulating material such as extruded polystyrene.
  • a simple plastic angle profile which is screwed onto the lower component, could also be used as the upper component. The plastic strip could be recycled after its removal from the bottom component.
  • the upper component after removal is again connectable to the lower component, but with a lateral offset to the upper part of the front side of the cast base plate by a rotation of the upper member about an axis and / or the use of laterally offset fasteners.
  • the lateral offset is required because the geomembrane rests after its attachment on the front side of the bottom plate and protrudes to the extent of its thickness, so that the upper component is no longer installed in exactly the original formwork position.
  • the cross-sectional shape of the upper component can be designed so that inevitably sets the lateral offset by the rotation about an axis.
  • the offset can also be produced by laterally mutually offset connecting elements are used for connecting the upper and lower components, through which a relative to the original formwork position laterally offset mounting of the upper component after its removal is possible.
  • At least partially the same connecting elements are used for the connection of the upper and the lower component, with which the components were connected prior to their separation.
  • the same insulation dowels are used to produce a screw, through which the components have already been connected to produce the formwork.
  • Fig. 2 is the embodiment of Fig. 1 shown in the next processing stage.
  • the upper component 10 has been removed along the parting line 12 as part of the formwork element.
  • a seal 14 is now placed over the bottom plate 6.
  • the seal 14 extends not only in the horizontal direction on the surface of the bottom plate 6, but where there was previously the upper member 10, the seal 14 has been folded down around the concrete edge, thereby forming part of the front side of the bottom plate 6 seal.
  • the lower component 8 is unchanged in the formwork position.
  • Fig. 3 One possibility for the further construction of the masonry and the thermal insulation is in Fig. 3 shown.
  • the masonry 16 has been bricked up on the seal 14.
  • the upper component 10 To the side is now the upper component 10 by the dimension V been laterally offset.
  • the upper member 10 has been rotated by 180 ° about its longitudinal axis to be placed on the step formed by the parting line 12.
  • dividing line can be used as well.
  • the in the Fig. 1 to 3 shown stepped dividing line is to be understood only as one of many possible examples.
  • the dividing line can be arranged both higher and lower, depending on how deep the seal 14 is to be lowered.
  • a modified design of the formwork element 2 is shown, in this embodiment, the dividing line 12 is configured horizontally and is located approximately in the middle of the total height of the formwork element 2.
  • the lower component 8 is connected to the upper component 10 via a screw 26, which by a in Upper part 10 located sink hole 20 is first screwed into a bar 22 and from there into the located in the lower part 8 dowels 24 has been driven.
  • the lower component 8 there are two laterally offset dowels 24.
  • FIG. 5 shown the upper member 10 with a lateral offset to the lower component 8, which has become necessary by the application of the seal 14 on the lateral end face of the bottom plate 6.
  • the in Fig. 5 visible lateral offset V corresponds approximately to the thickness of the seal 14.
  • located in the lower component 8 at least two laterally offset dowels 24, wherein the outer lying of the two dowels 24 can serve after the application of the seal 14 to re-establish a connection of the two components 8, 10 in cooperation with the screw 26.
  • the screw 26 is easily accessible through the countersunk hole 20.
  • a processor can quickly release the connection between the lower and the upper component 8, 10 and restore it just as quickly by screwing the screw 26 out or back into the dowel 24 with the appropriate lateral offset.
  • FIG. 6 an alternative embodiment of the formwork element 2 is shown.
  • the formwork element 2 consists of the lower component 8, which is made of a thermally insulating material, as well as from the attached thereon angle section 32, which forms a lateral support for the cast-in concrete of the bottom plate 6 with its upstanding legs. If the concrete of the bottom plate 6 sufficiently cured, the screw 26 can be solved and the angle section 32 of lower component 8 are removed. The upper end face of the bottom plate 6 is then easily accessible to fix a seal 14 thereon, as shown in FIG Fig. 2 is shown as an exemplary embodiment.
  • the angle profile 32 preferably has on the frontal surface to the bottom plate 6 a smooth contour, since thereby the removal and separation of the bottom plate 6 is simplified.
  • the lower component 8 can have a rough surface on its front side since, according to the invention, it would not have to be removed from the installed position. After the application of the seal 14, the space that has become free, which has previously occupied the angle profile 32, can be used in a different way. The angle profile 32 can be recycled.
  • Fig. 7 an embodiment of a formwork element 2 is shown, via which the upper component 10 on the top and bottom springs 28, which can be inserted into a groove in the lower component.
  • the upper member 10 on the top and bottom springs 28, which can be inserted into a groove in the lower component In the in Fig. 7 drawn position of the upper member 10 results in a bottom plate 6 directed continuous surface, which is well suited to support the einzugelloenden concrete and to form smooth on the front page.
  • the top member 10 can be removed to in turn apply the seal 14 to the side end wall of the bottom plate 6.
  • the upward facing in the embodiment of the spring 28 relative to the lower spring 28 is slightly laterally offset.
  • Fig. 8 is a non-inventive embodiment of the formwork element 2 is shown.
  • the upper edge of the lower component 8 extends into the region of the upper edge of the upper component 10, so that both components in their installed position terminate at the same upper level.
  • the two components are connected by a screw 26. After loosening the screw 26, the upper component 10 can be removed from the top of its installed position. After removal of the upper component 10 in Fig. 8 the lateral end face of the finished cast base plate 6 can be reached in order to attach a seal 14 there. After that in Fig. 8 shown upper element 10 has been removed, it may not be necessary to return the upper member 10 back to its original position.
  • Shuttering element 2 shown consists of three parts, namely the lower component 8 and two upper components 10a, 10b.
  • shuttering element 2 possible to remove the two upper components 10a, 10b after curing of the concrete of the bottom plate 6 upwards.
  • the two components 10a, 10b are non-positively and positively in their Mounting position held as long as the concrete of the bottom plate presses against these components.
  • the seal 14 can be mounted on the end face of the bottom plate 6.
  • the upper component 10a or 10b can be adjusted into the free space after the attachment of the seal 14 in order to leave enough space for the thickness of the seal 14. It is also possible to use more than two upper components 10a, 10b, and the upper components 10a to 10n may also have different thicknesses.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Acoustics & Sound (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Claims (5)

  1. Elément de coffrage (2) destiné à la réalisation d'un coffrage de bord de plaque de base perdu à partir d'un matériau thermo-isolant, l'élément de coffrage (2) se composant d'au moins deux composants (8, 10) qui sont reliée entre eux de façon amovible, et la ligne de séparation (12) entre les deux composants (8', 10) étant placée de telle sorte que, après le retrait du composant supérieur (10) du composant inférieur (8), la partie supérieure de la face frontale de la plaque de base coulée (6) soit accessible, caractérisé en ce que, après le retrait, le composant supérieur (10) peut à nouveau être relié à la partie inférieure (8), mais avec un décalage latéral (V) par rapport à la partie supérieure de la face frontale de la plaque de base coulée (6) par rotation du composant supérieur (10) sur un axe (30) et/ou l'utilisation d'éléments de liaison décalées latéralement, le composant supérieur (10) pouvant être disposé en étant décalé latéralement du côté frontal de la plaque de base coulée (6) sur une étendue correspondant au moins à l'épaisseur d'une bande d'étanchéité (14).
  2. Elément de coffrage selon la revendication 1, caractérisé en ce que le composant inférieur (8) possède du côté coffrage une surface non plane.
  3. Elément de coffrage selon la revendication 1 ou 2, caractérisé en ce que le composant supérieur (10) possède du côté coffrage une surface lisse.
  4. Elément de coffrage selon l'une des revendications précédentes, caractérisé en ce qu'au moins le composant inférieur (8) est réalisé à partir d'un matériau thermo-isolant, en particulier de polystyrène extrudé.
  5. Elément de coffrage selon la revendication 1, caractérisé en ce que, pour relier le composant supérieur au composant inférieur (8, 10), on utilise au moins en partie les mêmes éléments de liaison avec lesquels les composants (8, 10) étaient reliés avant leur séparation.
EP11001277.0A 2010-10-08 2011-02-16 Elément de coffrage Active EP2439350B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202010014021U DE202010014021U1 (de) 2010-10-08 2010-10-08 Schalungselement

Publications (2)

Publication Number Publication Date
EP2439350A1 EP2439350A1 (fr) 2012-04-11
EP2439350B1 true EP2439350B1 (fr) 2018-02-21

Family

ID=43430519

Family Applications (1)

Application Number Title Priority Date Filing Date
EP11001277.0A Active EP2439350B1 (fr) 2010-10-08 2011-02-16 Elément de coffrage

Country Status (4)

Country Link
EP (1) EP2439350B1 (fr)
DE (1) DE202010014021U1 (fr)
DK (1) DK2439350T3 (fr)
HU (1) HUE036915T2 (fr)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL2007210C2 (nl) * 2011-08-02 2013-02-05 Havadi B V Bekistingsorgaan, fundering uit een dergelijk bekistingsorgaan en bouwwerk met een dergelijke fundering.
DE102012012068A1 (de) * 2012-06-15 2013-12-19 Ferdinand Aigner Montagelehre und Verfahren für die Montage eines Wandelementes
DE102014108952A1 (de) * 2014-06-26 2015-12-31 Konrad Wetzstein Deckenrandschalungselement
DE102018109989A1 (de) * 2018-04-25 2019-10-31 Holzmann Gmbh & Co. Kg Aus mehreren Formteilen zusammengesetztes Deckenrandschalungselement
CN110821146A (zh) * 2019-11-28 2020-02-21 江苏华路建设工程有限公司 一种较为醒目的建筑模板板材

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9218719U1 (de) * 1992-10-23 1995-03-02 Horstmann Baubedarf GmbH, 79771 Klettgau Deckenrandschalelement
AU2001267536A1 (en) * 2000-06-15 2001-12-24 Hubert Pfahl Boarding element and flooring of a building produced therewith
GB2361943B (en) * 2000-09-22 2002-04-03 Ccp Associates Ltd Improvements in and relating to shuttering

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
DE202010014021U1 (de) 2011-01-05
HUE036915T2 (hu) 2018-08-28
DK2439350T3 (en) 2018-05-28
EP2439350A1 (fr) 2012-04-11

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