EP2816174A1 - Système de coffrage - Google Patents
Système de coffrage Download PDFInfo
- Publication number
- EP2816174A1 EP2816174A1 EP14172754.5A EP14172754A EP2816174A1 EP 2816174 A1 EP2816174 A1 EP 2816174A1 EP 14172754 A EP14172754 A EP 14172754A EP 2816174 A1 EP2816174 A1 EP 2816174A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- formwork
- wedge
- formwork element
- concrete
- formwork system
- 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
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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
- E04G15/00—Forms or shutterings for making openings, cavities, slits, or channels
- E04G15/02—Forms or shutterings for making openings, cavities, slits, or channels for windows, doors, or the like
Definitions
- the invention relates to a formwork system for producing a concrete wall, wherein the concrete of the concrete wall to be produced can be filled up to a first contact surface of a first formwork element of the formwork system and the first formwork element has a first formwork element connecting surface which is formed obliquely to the first contact surface.
- the formwork systems comprise a plurality of formwork elements which each have contact surfaces which serve as boundary surfaces for the concrete to be filled.
- the formwork elements are connected to each other via obliquely formed to the contact surfaces formwork element connecting surfaces.
- Such a formwork system is for example from the DE 103 48 852 A1 known.
- the known formwork system has a plurality of formwork elements, which are connectable to its formwork element connecting surfaces by means of hooks. Although a good connection between the shuttering element connecting surfaces is achieved by the hooks, the shuttering elements are correspondingly difficult to separate from each other after the setting of the concrete.
- the object of the present invention in contrast, is to provide a formwork system which is easily degradable from the finished concrete wall.
- a formwork system for producing a concrete wall, wherein the concrete of the concrete wall to be filled up to a first contact surface of a first formwork element of the formwork system can be filled, the first formwork element has a first formwork element connection surface which is formed obliquely to the first contact surface and the formwork system comprises a first wedge having a first wedge connection surface and a second wedge connection surface, wherein the first wedge connection surface is at least partially engageable with the first form element connection surface.
- the formwork system can be easily dismantled after setting the concrete wall by the first wedge is pulled out of the formwork system.
- the formwork system according to the invention can thereby be used particularly preferably for producing a concrete wall with a door and / or window opening.
- a wedge is understood to mean a body which has a substantially triangular cross section, with the legs of the triangle tapering to the tip intersecting at an angle of less than 180 °, preferably at an angle of 90 ° or less than 90 °.
- the first wedge-bonding surface and the second wedge-bonding surface of the first wedge may intersect at an angle of 90 ° or less than 90 °.
- the elongated first wedge bonding surface and the elongated second wedge bonding surface of the first wedge may intersect at an angle of 90 ° or less than 90 °.
- the wedge-connecting surfaces and the first shuttering element-connecting surface are flat. As a result, the first wedge can be easily pulled out of the formwork system.
- the first wedge may be supported with its first wedge-bonding surface on the first formwork element and with its second wedge-bonding surface on the ground or other solid surface.
- the formwork system may comprise a second formwork element having a second abutment surface to which the concrete of the concrete wall to be produced can be filled, the second formwork element having a second formwork element connection surface which is formed obliquely to the second abutment surface, and the second formwork element Connecting surface of the first wedge is at least partially antegbar to the second formwork element connecting surface.
- the first wedge can thus be introduced between two formwork elements. By pulling out the first Keils the two formwork elements can be easily removed from the finished concrete wall.
- a particularly easy extraction of the first wedge can be achieved in that the second formwork element-connection surface is flat.
- the formwork system may include a buckle for connecting the first wedge to the first formwork element, in particular for connecting the first wedge to the first and second formwork element.
- the first wedge has a tip, to the tip surfaces of the concrete of the concrete wall to be produced can be filled.
- a gap is thereby created between the first formwork element and the second formwork element or the first formwork element and a solid surface, so that the formwork system can be broken down particularly easily.
- the tip surfaces of the first wedge are preferably formed at an angle of 90 ° to each other.
- a first formwork element body of the first formwork element may be formed from an aluminum extruded profile.
- the first formwork element can be manufactured easily, stably and inexpensively.
- all formwork element body of the formwork elements of the formwork system are made of an aluminum extruded profile.
- the first wedge is made of an aluminum extruded profile.
- the aluminum surface of the first formwork element may be powder coated to facilitate its easy cleaning. Furthermore, all formwork elements and / or the first wedge may be powder-coated.
- the first formwork element preferably has an exchangeable sealing lip, in particular made of rubber, to prevent leakage of concrete or concrete vat. Such leakage is also referred to as "bleeding". By avoiding this bleeding, the production of concrete structures with smooth, flat surfaces is made possible.
- the sealing lip can be arranged by a dovetail guide simultaneously fixed and replaceable on the first formwork element body.
- a functional and visual advantage of the concrete structures to be produced can be achieved by the formwork system in that the first formwork element has a projection projecting from the first contact surface, in particular obliquely. As a result, a chamfer is introduced into the edges of the concrete structures to be produced.
- all shuttering elements have a protrusion projecting from the respective contact surface in order to introduce a circumferential chamfer into the edge of the concrete structures.
- the first formwork element can have a telescoping projection and / or a telescoping recess for arranging a device for raising the first formwork element.
- a height-adjustable support pillar be arranged to adjust the size of the shuttering system to the size of a recess, in particular the height of a door opening to be produced.
- the second formwork element can be arranged at right angles to the first formwork element and a third formwork element of the formwork system at right angles to the second formwork element, wherein between the first formwork element and the second formwork element of the first wedge and between the second formwork element and the third formwork element, a second wedge can be arranged is.
- the formwork system can be used in a simple manner for producing a wall with a door opening.
- the formwork system may further comprise a fourth formwork element which can be arranged at right angles to the first formwork element and at right angles to the third formwork element, wherein between the third formwork element and the fourth formwork element a third wedge and between the fourth formwork element and the first formwork element a fourth wedge can be arranged.
- a wall can be produced with a window opening with the formwork system in a simple manner.
- Fig. 1a shows a formwork system 10 according to the invention for the production of a concrete wall 12.
- the formwork system 10 comprises, inter alia, a first formwork element 14, a first plate 16 and a second plate 18.
- the first formwork element 14 has a first formwork element body 20, which consists of a section of an endless aluminum extruded profile. As a result, the first formwork element body 20 is formed simultaneously stable and lightweight. The surface of the first formwork element body 20 is powder coated to ensure its easy cleaning.
- Fig. 1b is a section 22 according to Fig. 1a shown in an enlarged view.
- the first shuttering element 14 has a dovetail groove 24 in which a sealing lip 26 made of rubber is interchangeable. The sealing lip 26 prevents leakage of the concrete during casting of the concrete wall 12th
- the first formwork element 14 in this case has a first contact surface 28, to the concrete of the concrete wall 12 can be filled. From the first abutment surface 28, an obliquely projecting projection 30 is formed. As a result, the finished concrete wall 12 is provided with a chamfer.
- Fig. 2a shows the formwork system 10 in a plan view without the plates 16, 18 according to Fig. 1a , Out Fig. 2a
- the concrete wall 12 has a door opening 32.
- the door opening 32 is defined by the first formwork element 14, a second formwork element 34 and a third formwork element 36.
- a formwork element body of the second Formwork element 34 and a formwork element body of the third formwork element 36 consist of a section of an endless aluminum extruded profile and are powder coated.
- a first wedge 38 is arranged between the first shuttering element 14 and the second shuttering element 34. Furthermore, a second wedge 40 is arranged between the second shuttering element 34 and the third shuttering element 36.
- the wedges 38, 40 are identical.
- the first wedge 38 is fastened to the first formwork element 14 and the second formwork element 34 by a first formwork lock 42.
- a second shutter lock 44 serves to attach the second wedge 40 to the second shuttering element 34 and the third shuttering element 36.
- the shutter locks or directional locks or shuttering clamps 42, 44 are identical.
- Fig. 2b shows a section 46 Fig. 2a in an enlarged view. It can be seen that on the first formwork element 14, a first securing projection 48 and on the second formwork element 34, a second securing projection 50 is formed and the securing projections 48, 50 are engaged behind by Schalschmixarmen 52, 54 of the first latching lock 42. Between the shutter lock arms 52, 54 a buckle bottom 56 is formed, on which the first wedge 38 is supported in the assembled state.
- the first wedge 38 is in the assembled state with a first wedge connection surface 58 partially against a first formwork element connection surface 60 of the first formwork element 14. Furthermore, a second wedge-connection surface 62 is partially at a second Shuttering element connecting surface 64 of the second shuttering element 34 at.
- the first shuttering element connecting surface 60 is formed obliquely to the first contact surface 28 of the first shuttering element 14, the second shuttering element connecting surface 64 obliquely to a second bearing surface 66 of the second shuttering element 34.
- the formwork element connection surfaces 60, 64 and the wedge connection surfaces 58, 62 are planar, so that the first wedge 38 can be easily inserted and pulled out between the two formwork elements 14, 34.
- Fig. 2c shows a further section 68 Fig. 2a in an enlarged view.
- the first formwork element 14 has a Teleskopieraus strictlyung 70, in which a device 72 for raising the first formwork element 14 is used.
- the device 72 is preferably a height-adjustable prop, which can be adjusted in the direction of a double arrow 74.
- the formwork system 10 (see Fig. 2a ) are adapted to the desired height of the door opening 32.
- a tailor-made formwork panel 76 can be pushed under the first formwork element 14. The device 72 can then either be removed or in the in Fig. 2c remain shown position.
- Fig. 3a the formwork system 10 is shown after partial dismantling.
- shutter locks 42, 44 are already removed.
- the wedges 38, 40 are pulled out between the formwork elements 14, 34, 36. This results in a first gap 78 between the first formwork element 14 and the second formwork element 34.
- a second gap 80 is created between the second formwork element 34 and the third formwork element 36.
- the formwork elements 14, 34, 36 can be easily removed from the hardened concrete of the concrete wall 12.
- Fig. 3b shows the first wedge 38 in a greatly enlarged view.
- the first wedge 38 is integrally formed and substantially triangular in plan view and in cross section.
- the first wedge 38 has a substantially triangular basic shape.
- the elongated first wedge interface 58 and the elongated second wedge interface 62 of the first wedge 38 intersect at an acute angle, that is, at an angle of less than 90 °.
- the first wedge 38 has in the region of the wedge connecting surfaces 58, 62 a wedge bottom 82 with stops 84, 86 up to which the first wedge 38 between the first formwork element 14 (see Fig. 3a ) and the second shuttering element 34 can be pushed.
- a crossbar 88 stabilizes the first wedge 38.
- the first wedge 38 has a tip 90 whose tip surfaces 92, 94 intersect at a right angle.
- the tip surfaces 92, 94 form even contact surfaces for the concrete of the concrete wall 12 (see Fig. 3a ).
- the first formwork element 14 after pulling out of the first wedge 38 clearly spaced from the second formwork element 34.
- the first gap 78 after removal of the first wedge 38 is comparatively large, so that the formwork system 10 can be broken down particularly easily.
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)
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE202013102579U DE202013102579U1 (de) | 2013-06-17 | 2013-06-17 | Schalungssystem |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP2816174A1 true EP2816174A1 (fr) | 2014-12-24 |
| EP2816174B1 EP2816174B1 (fr) | 2018-08-01 |
Family
ID=48985474
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP14172754.5A Active EP2816174B1 (fr) | 2013-06-17 | 2014-06-17 | Système de coffrage |
Country Status (2)
| Country | Link |
|---|---|
| EP (1) | EP2816174B1 (fr) |
| DE (1) | DE202013102579U1 (fr) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE202017103751U1 (de) | 2017-06-23 | 2017-07-03 | Meva Schalungs-Systeme Gmbh | Laibungsschalung |
| DE102017114503A1 (de) | 2017-06-29 | 2019-01-03 | Robert Vollmayer | Schalungssystem zur Herstellung einer Aussparung in oder einer Endfläche an einem Gussbetonelement |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB172235A (en) * | 1921-01-07 | 1921-12-08 | Maxwell Maberly Smith | Improvements in or relating to apparatus for use in constructing openings for window frames, doors or the like |
| US3140524A (en) * | 1963-06-28 | 1964-07-14 | Paul A Schmidt | Form-supporting structure for erecting concrete buildings |
| DE2348117A1 (de) * | 1973-09-25 | 1975-04-10 | Stetter Gmbh | Dichtungsprofile fuer betonschalungen |
| WO1991001424A1 (fr) * | 1989-07-20 | 1991-02-07 | Mcclure Alex R | Contre-fiche |
| WO2007115355A1 (fr) * | 2006-04-07 | 2007-10-18 | Srb Construction Technologies Pty Ltd | joint ou bouchon d'extrémité POUR COFFRAGE latéral |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE10348852A1 (de) | 2003-10-21 | 2005-06-02 | Peri Gmbh | Schalungssystem |
-
2013
- 2013-06-17 DE DE202013102579U patent/DE202013102579U1/de not_active Expired - Lifetime
-
2014
- 2014-06-17 EP EP14172754.5A patent/EP2816174B1/fr active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB172235A (en) * | 1921-01-07 | 1921-12-08 | Maxwell Maberly Smith | Improvements in or relating to apparatus for use in constructing openings for window frames, doors or the like |
| US3140524A (en) * | 1963-06-28 | 1964-07-14 | Paul A Schmidt | Form-supporting structure for erecting concrete buildings |
| DE2348117A1 (de) * | 1973-09-25 | 1975-04-10 | Stetter Gmbh | Dichtungsprofile fuer betonschalungen |
| WO1991001424A1 (fr) * | 1989-07-20 | 1991-02-07 | Mcclure Alex R | Contre-fiche |
| WO2007115355A1 (fr) * | 2006-04-07 | 2007-10-18 | Srb Construction Technologies Pty Ltd | joint ou bouchon d'extrémité POUR COFFRAGE latéral |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE202017103751U1 (de) | 2017-06-23 | 2017-07-03 | Meva Schalungs-Systeme Gmbh | Laibungsschalung |
| DE102017114503A1 (de) | 2017-06-29 | 2019-01-03 | Robert Vollmayer | Schalungssystem zur Herstellung einer Aussparung in oder einer Endfläche an einem Gussbetonelement |
Also Published As
| Publication number | Publication date |
|---|---|
| DE202013102579U1 (de) | 2013-07-15 |
| EP2816174B1 (fr) | 2018-08-01 |
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