EP2765258A2 - Method for creating a concrete formwork and a stop end and formwork element used for the method - Google Patents
Method for creating a concrete formwork and a stop end and formwork element used for the method Download PDFInfo
- Publication number
- EP2765258A2 EP2765258A2 EP14405009.3A EP14405009A EP2765258A2 EP 2765258 A2 EP2765258 A2 EP 2765258A2 EP 14405009 A EP14405009 A EP 14405009A EP 2765258 A2 EP2765258 A2 EP 2765258A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- shuttering
- component
- formwork
- rib
- boards
- 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 28
- 238000000034 method Methods 0.000 title claims abstract description 13
- 238000009416 shuttering Methods 0.000 claims abstract description 34
- 230000003014 reinforcing effect Effects 0.000 claims description 11
- 238000007789 sealing Methods 0.000 claims description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 8
- 238000005266 casting Methods 0.000 claims description 5
- 239000011324 bead Substances 0.000 claims description 4
- 230000035515 penetration Effects 0.000 claims description 4
- 239000002390 adhesive tape Substances 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 3
- 239000004568 cement Substances 0.000 claims description 2
- 238000004519 manufacturing process Methods 0.000 claims description 2
- 230000000903 blocking effect Effects 0.000 claims 1
- 239000002023 wood Substances 0.000 claims 1
- 238000000465 moulding Methods 0.000 abstract 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 6
- 229910052742 iron Inorganic materials 0.000 description 3
- 230000004888 barrier function Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 239000011347 resin Substances 0.000 description 2
- 229920005989 resin Polymers 0.000 description 2
- 229910000639 Spring steel Inorganic materials 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000000565 sealant Substances 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
Images
Classifications
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/50—Removable forms or shutterings for road-building purposes; Devices or arrangements for forming individual paving elements, e.g. kerbs, in situ
- E01C19/502—Removable forms or shutterings, e.g. side forms; Removable supporting or anchoring means therefor, e.g. stakes
- E01C19/504—Removable forms or shutterings, e.g. side forms; Removable supporting or anchoring means therefor, e.g. stakes adapted to, or provided with, means to maintain reinforcing or load transfer elements in a required position
-
- 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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections specially adapted therefor
-
- 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
-
- 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
- E04B2005/324—Floor structures wholly cast in situ with or without form units or reinforcements with peripheral anchors or supports
Definitions
- the invention relates to a method for producing a concrete shuttering according to the preamble of patent claim 1 and a shuttering element for carrying out the method according to the preamble of patent claim 5.
- a known sealing method consists of inserting a porous tube in the joint after stripping approximately in the middle between the bottom and the top of the component, that is to attach the hose to the front side of the first concrete component and this after completion of the second component with a curable filler to fill under high pressure and squeeze the curable resin in the cracks in the concrete.
- An object of the present invention is to provide a method and a Abschalungselement that allows a secure seal and also cost and with little effort is feasible.
- Another object is to connect two successively created components waterproof without injection of resin.
- FIG. 1 a vertical section through the front edge 3 of a first component according to the invention is shown in fragmentary form.
- the illustration corresponds to the situation after the sheathing of the two shuttering boards 5 and the closing element 9 spanning the intermediate space 7 between the two edges of the shuttering boards 5 (see FIGS. 2 and 3 ).
- a sealing element 13 in the form of a tube or other functioning as a sealing element elongated body is already attached.
- the subdivided by the rib 11 in an upper end face 15 and a lower end face 17 component edge 3 is still surmounted by the one tension-resistant connection to the subsequently to be concreted second component reinforcing bars 19.
- FIG. 3 the first example of a shuttering with two spaced arranged shuttering boards 5 and a closing element 9 is shown. Through a series of boreholes 21 or suitably formed puncture points in the formwork boards 5, the reinforcing bars 19 can be performed. Held the two shuttering boards 5 by not shown L-shaped bracket, as they are also known for ceiling edge Abschalungen.
- the stirrups can lie inside the first component 1 and are enclosed by it or on the opposite side, where the second component is created later.
- the gap 7 formed by the two spaced arranged shuttering boards 5 is formed by the fixed to the side of the second component on the shuttering boards 5 final element 9 or by a attached to the two formwork boards 5 or glued plastic strip 25.
- the plastic strip 25 may be stiff or be executed as an adhesive tape.
- the bond between the plastic strip or the adhesive tape 25 must be detachable, that is to be peelable designed so that it can be removed without residue after the removal of the two shuttering boards 5 on the one hand and this on the other hand from the underlying end face of the rib 11 produced. As you would expect, the stripping of the Holzabschalung much more cumbersome and laborious than using a lost formwork, which then forms the end face of the first component.
- a lost Abschalungsplatte 27 according to FIG. 4 may be used instead of the two pushed over the reinforcing iron 19 perforated formwork boards 5 and be made of a cementitious material.
- the lost formwork 27 is divided into two strip-shaped plate parts and connected by vertically extending reinforcing wires 33. The lost formwork 27 can therefore be positioned in one piece exactly at the intended location.
- a third end element 9 is attached, for example with Nails struck or a plastic strip 25 is attached as a cover 9.
- cover in a further advantageous embodiment can be used as cover also provided with a hook 35 cover 37, which is hooked to the Arm istsdrähten 33 ( FIG. 5 ).
- a hook 35 plastic hooks or spring steel hooks can be used. Both the shells of the first component 1 and the stripping with a lost shuttering 27 is easy and time-saving, since only the final element 9, that is, either a board or a plastic strip 25 must be removed before the sealing element 13 is fixed by the specialist.
- FIG. 7 is a further embodiment of a cover board 37, it may also be a closing element or a correspondingly formed plastic strip 25, represented, in which the grooves formed 41 have recesses or the grooves 41 have the cross-section of a dovetail.
- the latter may be provided with predetermined breaking lines 43 and also extraction loops or hooks 45 have to pull out the strip-shaped separated by the predetermined breaking lines 43 sections of the cover 37, so that the remaining intermediate Y-shaped parts of the Covering boards 37 can also be pulled out.
- Auszugssch convinced 45, hooks or other tools for extending the closing elements 9 are formed.
- FIG. 8 There is a combination of a wide rib 11 with a plurality of finer ribs or grooves 41 before. Also in this embodiment, an additional seal with an injection system is not necessary.
- FIG. 9 shows a closing element 9 and a plastic strip 25 and a cover board 37, which rib-forming elements can be torn off by a predetermined breaking line 43 of the formwork boards or formwork elements.
- FIGS. 10 and 11 occur instead of protruding from the end face of the first component 1 ribs correspondingly shaped grooves 41, in which a sealing member 13, if necessary, can be inserted.
- These tear-off or removable closing elements 9 also replace the reinforcing wires 33, which the shuttering boards 5 according to FIG. 4 connect with each other.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
Description
Gegenstand der Erfindung ist ein Verfahren zur Erstellung einer Beton-Abschalung gemäss Oberbegriff des Patentanspruchs 1 und ein Abschalungselement zur Durchführung des Verfahrens gemäss Oberbegriff des Patentanspruchs 5.The invention relates to a method for producing a concrete shuttering according to the preamble of
Das Giessen grosser Bodenplatten, Decken und Wände kann oft nicht in einem Durchgang erfolgen, sei es nun aus Kapazitäts- oder Zeitgründen oder auch wegen zu erwartender Rissbildung bei grossen Flächen. Es ist folglich notwendig, die zu giessende Fläche (Decke, Boden, Wand) zu unterteilen, wobei die Armierungen an den stahlbewährten Bauteilen selbstverständlich an der Unterbruchstelle nicht unterbrochen werden dürfen, sondern eine Bewehrungsdurchdringung zum nachfolgend betonierten Bauteil vorliegen muss.The casting of large floor slabs, ceilings and walls can often not be done in one pass, be it for reasons of capacity or time, or because of the expected crack formation on large areas. It is therefore necessary to divide the surface to be cast (ceiling, floor, wall), the reinforcements on the steel-proven components must of course not be interrupted at the interruption point, but a reinforcement penetration must be present to subsequently concreted component.
Es ist bekannt, an der Stelle, an welcher ein vorläufiger Unterbruch der Boden- oder Deckplatte oder Wand zu liegen kommt, Abschalplatten anzuordnen und die dort vorhandenen Armierungseisen durch die Abschalplatte hindurchzuführen beziehungsweise die Abschalplatte um die Armierungseisen herum anzuordnen und abzudichten. Fortschrittlichere Bauunternehmen verwenden spezielle Abschalplatten aus Zementwerkstoffen, die einerseits eine Vielzahl von Dünnstellen aufweisen, durch welche die Armierungseisen mühelos hindurch geschoben werden können und die andererseits als verlorene Schalung im Bauwerk zurückbleiben können und sich mit dem Beton innig verbinden.It is known, at the point at which a temporary interruption of the bottom or top plate or wall comes to rest, to arrange Abschalplatten and pass there existing reinforcing bars through the Abschalplatte or to arrange the Abschalplatte to the reinforcing bars around and seal. More advanced construction companies use special shuttering panels made of cement materials, which on the one hand have a large number of thin areas, through which the reinforcing iron can be easily pushed through and the On the other hand, as a permanent formwork can remain in the building and intimately connect with the concrete.
Kommt eine derart erstellte Boden- oder Deckenplatte beziehungsweise Wand in Kontakt mit wasserführenden Schichten, so müssen die Stossstellen zwischen zwei nacheinander betonierten Bauteilen abgedichtet werden.If such a floor or ceiling plate or wall thus created comes into contact with water-bearing layers, then the joints between two successive concreted components must be sealed.
Ein bekanntes Abdichtungsverfahren besteht darin, nach dem Ausschalen etwa in der Mitte zwischen der Unterseite und der Oberseite des Bauteils einen porösen Schlauch in die Stossstelle einzulegen, das heisst den Schlauch an der Stirnseite des erstbetonierten Bauteils zu befestigen und diesen nach Fertigstellung des zweiten Bauteils mit einem aushärtbaren Füllstoff unter hohem Druck aufzufüllen und den härtbaren Harz in die Ritzen im Beton auszupressen. Bei Verwendung von verlorenen Schalungen, welche naturgemäss sowohl am zuerst ausgeführten Bauteil als auch am nachträglich ausgeführten Bauteil anliegen, müssen demzufolge auf beiden Seiten Dichtungsschläuche oder ähnliche bekannte Mittel eingelegt werden. Dies ist einerseits kostspielig und andererseits arbeitsintensiv.A known sealing method consists of inserting a porous tube in the joint after stripping approximately in the middle between the bottom and the top of the component, that is to attach the hose to the front side of the first concrete component and this after completion of the second component with a curable filler to fill under high pressure and squeeze the curable resin in the cracks in the concrete. When using lost formwork, which bear naturally both on the first executed component and the subsequently executed component must therefore be inserted on both sides of sealing hoses or similar known means. This is on the one hand expensive and on the other hand labor intensive.
Eine Aufgabe der vorliegenden Erfindung besteht nun darin, ein Verfahren und ein Abschalungselement zu schaffen, das eine sichere Abdichtung ermöglicht und zudem kostengünstig und mit geringem Arbeitsaufwand durchführbar ist.An object of the present invention is to provide a method and a Abschalungselement that allows a secure seal and also cost and with little effort is feasible.
Eine weitere Aufgabe besteht darin, zwei nacheinander erstellte Bauteile auch ohne Injektion von Harz wasserdicht zu verbinden.Another object is to connect two successively created components waterproof without injection of resin.
Gelöst wird diese Aufgabe durch ein Verfahren gemäss den Merkmalen des Patentanspruchs 1 sowie ein Abschalungselement gemäss den Merkmalen des Patentanspruchs 5.This object is achieved by a method according to the features of
Durch die Ausbildung eines Wulstes oder einer Rippe von vorzugsweise vieleckförmigem Querschnitt an der Stirnfläche des zuerst erstellen Bauteils wird innerhalb der Kontaktstelle zwischen den beiden nacheinander gegossenen Bauteilen ein Labyrinth als Dichtung geschaffen, welche den Durchtritt von Wasser verhindert. Zusätzlich kann bei hohen zu erwartenden Drücken an der Kontaktstelle der beiden Bauteile, an welcher mit Sicherheit eindringendes Wasser passiert, mit einem geeignetem Dichtungsmittel eine zusätzliche Sperre erstellt werden. Der Ort für das Anbringen der Sperre, z.B. einem porösen Schlauch oder Kanal, ist damit genau definiert und für den für das Anbringen der Sperre auf der Baustelle erscheinenden Spezialisten örtlich klar definiert. Daher ist auch die Montage und in der Folge die Wirkung der Dichtung garantiert.By forming a bead or a rib of preferably vieleckförmigem cross-section at the end face of the first component creating a labyrinth seal is provided within the contact point between the two successively cast components, which prevents the passage of water. In addition, at high expected pressures at the contact point of the two components, on which passes certainly penetrating water, with an appropriate sealant an additional lock can be created. The location for attaching the barrier, e.g. a porous hose or channel, is thus well defined and clearly defined locally for the specialist appearing on site to install the barrier. Therefore, the assembly and consequently the effect of the seal is guaranteed.
Anhand zweier illustrierter Ausführungsbeispiele wird die Erfindung näher beschrieben. Es zeigen:
Figur 1- einen Vertikalschnitt durch die Verbindungsstelle eines ersten Betonteils einer Bodenplatte oder Decke, Ansicht nach dem Betonieren,
- Figur 2
- einen Vertikalschnitt durch eine Deckenschalung mit darauf bereits erstellter Abschalung mit einer verlorenen Abschalplatte vor dem Betonieren,
Figur 3- einen Vertikalschnitt durch eine weitere Deckenschalung mit darauf bereits erstellter Abschalung mit einer Abschalplatte vor dem Betonieren,
- Figur 4
- eine perspektivische Darstellung der Elemente der verlorenen Abschalplatte in
Figur 2 , Figur 5- eine Abdeckleiste mit Halteelementen zum Abdecken des Abstands zwischen den beiden Teilen der verlorenen Abschalplatte in
Figur 4 , - Figur 6
- eine weitere Ausgestaltung eines wiederverwendbaren Abschlusselements mit einer Mehrzahl von Rillen oder Wülsten bildenden Nuten,
- Figur 7
- eine weitere Ausgestaltung der Nutform am Abschlusselement gemäss
Figur 6 , - Figur 8
- einen Querschnitt durch das erste Bauteil mit einer Ausbildung der Rippen erstellt mit einem Abschlusselement gemäss
Figur 6 , - Figur 9
- einen Querschnitt durch ein abreissbares Abschlusselement,
- Figur 10
- einen Vertikalschnitt durch ein erstes Bauteil mit einer Nut oder Rille anstelle einer Rippe in der Stirnfläche und
Figur 11- einen Vertikalschnitt durch das erste Bauelement mit einem labyrinthartigen Einstich in der Stirnfläche und mit einer verlorenen Abschalung.
- FIG. 1
- a vertical section through the junction of a first concrete part of a floor slab or ceiling, view after concreting,
- FIG. 2
- a vertical section through a slab formwork with it already created shuttering with a lost Abschalplatte before concreting,
- FIG. 3
- a vertical section through another slab formwork with already created shuttering with a Abschalplatte before concreting,
- FIG. 4
- a perspective view of the elements of the lost Abschalplatte in
FIG. 2 . - FIG. 5
- a cover strip with retaining elements for covering the distance between the two parts of the lost Abschalplatte in
FIG. 4 . - FIG. 6
- a further embodiment of a reusable closing element with a plurality of grooves or beads forming grooves,
- FIG. 7
- a further embodiment of the groove shape according to the closing element
FIG. 6 . - FIG. 8
- a cross section through the first component with a formation of the ribs created with a closure element according to
FIG. 6 . - FIG. 9
- a cross section through a tear-off closure element,
- FIG. 10
- a vertical section through a first component with a groove or groove instead of a rib in the end face and
- FIG. 11
- a vertical section through the first device with a labyrinth-like groove in the face and with a lost shuttering.
In
Wie wird diese Formgebung der Vorderkante 3 des ersten Bauteils nach der Erfindung erstellt? In
Eine verlorene Abschalungsplatte 27 gemäss
In einer weiteren vorteilhaften Ausgestaltung kann als Abdeckung auch ein mit Haken 35 versehenes Abdeckbrett 37 verwendet werden, welches an den Armierungsdrähten 33 eingehakt wird (
Warum ist gemäss dem vorliegenden Verfahren beziehungsweise der erfindungsgemässen Betonabschalung eine einwandfreie und sichere Abdichtung der Verbindungsstelle zwischen einem ersten und einem zweiten Bauteil gewährleistet? Betonplatten für Böden und Decken oder Wände sind per se dicht. Ist jedoch ein Unterbruch beim Giessen der Platte oder Wand zwingend und es muss in mehreren aufeinanderfolgenden Arbeitsschritten gearbeitet werden, so ist erwiesen, dass an den Verbindungsstellen der benachbarten und nacheinander gegossenen Bauteile Wasser durch die Platte beziehungsweise Wand an der Kontaktstelle der beiden Bauteile penetrieren kann. Wird nun erfindungsgemäss eine Rippe 11 erzeugt, so muss das penetrierende Wasser zwingend mäandrierend den Weg über die Rippe 11 nehmen und durch Einlegen des Abdichtungselements 13 auf der Stirnfläche der Rippe 11 wird sichergestellt, dass dort die Penetration von Wasser unterbrochen werden kann. Insbesondere bei der Verwendung von verlorenen Schalungen erweist sich das erfindungsgemässe Verfahren doppelt vorteilhaft, weil bei verlorener Schalung auf beiden Seiten der Oberflächen der verlorenen Schalung Dichtungselemente 13 angebracht werden müssen, um das Penetrieren an den beiden Kontaktstellen der sich treffenden Bauteile zu unterbrechen.Why is a perfect and secure sealing of the joint between a first and a second component ensured according to the present method or the inventive concrete formwork? Concrete slabs for floors and ceilings or walls are tight per se. However, if an interruption when casting the plate or wall mandatory and it must be worked in several successive steps, it has been proven that water can penetrate through the plate or wall at the contact point of the two components at the junctions of the adjacent and successively molded components. If, according to the invention, a
An die Stelle einer einzigen im Verhältnis zur Dicke des ersten Bauteils 1 breiten Nut gemäss den
In
In
Die
In den
- 11
- erstes Bauteilfirst component
- 33
- Kanteedge
- 55
- SchalbrettShuttering board
- 77
- Zwischenraumgap
- 99
- Abschlusselementtermination element
- 1111
- Ripperib
- 1313
- Abdichtelementsealing
- 1515
- obere Stirnflächeupper face
- 1717
- untere Stirnflächelower end face
- 1919
- Armierungseisenrebar
- 2121
- Bohrlöcherwells
- 2525
- KunststoffstreifenPlastic strips
- 2727
- verlorene Abschalunglost shuttering
- 2929
- DeckenabschalungDeckenabschalung
- 3131
- Bohrungendrilling
- 3333
- Armierungsdrähtearmouring
- 3535
- Hakenhook
- 3737
- Abdeckbrettcover board
- 3939
- genutetes Abschlusselementgrooved end element
- 4141
- Rillengrooves
- 4343
- SollbruchlinieLine of weakness
- 4545
- Auszugsschlaufenexcerpt loops
Claims (11)
dadurch gekennzeichnet, dass
bei der Abschalung des ersten Bauteils (1) in dessen Kontakt- oder Stirnfläche mindestens ein Wulst oder eine Rippe (11) oder eine Rille (41) ausgebildet wird, welche Rippe (11) oder Rille (41) mit den benachbarten Teilen der Stirnfläche nach dem Giessen des anschliessenden Bauteils ein Labyrinth als Absperrmittel bildet.Method for producing a component to be produced in several sections and working steps with formworks for watertight joints between the successively produced components with or without reinforcement penetration with an inwardly disposed blocking means for penetrating water in the joint,
characterized in that
at the shuttering of the first component (1) in its contact or end face at least one bead or rib (11) or a groove (41) is formed, which rib (11) or groove (41) with the adjacent parts of the end face the casting of the subsequent component forms a labyrinth as shut-off.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH00441/13A CH707610A2 (en) | 2013-02-12 | 2013-02-12 | A method for creating a concrete formwork and a Abschalungselement for implementing the method. |
Publications (3)
Publication Number | Publication Date |
---|---|
EP2765258A2 true EP2765258A2 (en) | 2014-08-13 |
EP2765258A3 EP2765258A3 (en) | 2015-01-14 |
EP2765258B1 EP2765258B1 (en) | 2017-04-12 |
Family
ID=50193425
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP14405009.3A Active EP2765258B1 (en) | 2013-02-12 | 2014-02-11 | Method for creating a concrete formwork and a stop end and formwork element used for the method |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP2765258B1 (en) |
CH (1) | CH707610A2 (en) |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2127973A (en) * | 1936-03-31 | 1938-08-23 | Isett John Warren | Anchoring device |
US2745165A (en) * | 1954-08-18 | 1956-05-15 | Joint Saw Company | Paving form structure |
CH646751A5 (en) * | 1980-05-01 | 1984-12-14 | Pawe Ag | USE OF PROFILE ELEMENTS OF STRETCH METAL OR SHEET WITH Roughened SURFACE IN CONCRETE CONSTRUCTION OF A CONSTRUCTION. |
-
2013
- 2013-02-12 CH CH00441/13A patent/CH707610A2/en not_active Application Discontinuation
-
2014
- 2014-02-11 EP EP14405009.3A patent/EP2765258B1/en active Active
Non-Patent Citations (1)
Title |
---|
None |
Also Published As
Publication number | Publication date |
---|---|
EP2765258A3 (en) | 2015-01-14 |
EP2765258B1 (en) | 2017-04-12 |
CH707610A2 (en) | 2014-08-15 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
DE2002296A1 (en) | Joint sealing | |
EP3662116B1 (en) | Ceiling formwork and method for producing a ceiling element | |
EP2586935A1 (en) | Method for reinforcing a wall structure and corresponding reinforcement system | |
DE102012103836A1 (en) | Method for producing a drywall | |
DE102010005439A1 (en) | Method for sealing a parting line and joint anchor of a device for sealing a parting line | |
EP2765258B1 (en) | Method for creating a concrete formwork and a stop end and formwork element used for the method | |
EP2093339B1 (en) | Device for attaching a seal to a formwork board | |
DE102017213613B4 (en) | Method for producing a ceiling opening to be closed subsequently | |
DE19528685C2 (en) | Device for producing installation breakthroughs | |
EP3825486B1 (en) | Formwork system for concrete construction | |
DE2319190A1 (en) | DEVICE FOR PRODUCING RECESSES IN CAST CONCRETE | |
DE3726216A1 (en) | Prefabricated flooring comprising concrete slabs, in particular industrial flooring comprising in-situ-concrete slabs, and process for the production thereof | |
EP1918468A2 (en) | Permanent shuttering element for casting expanision joints | |
EP1947256B1 (en) | Shuttering device | |
DE2829941A1 (en) | Connectors for steel-reinforced concrete building parts - comprises ribbed-steel components mounted on U=profile hard PVC carrier and linked by couplings | |
DE3915483A1 (en) | Arrangement at a cross joint of concrete paving (floor) slabs | |
DE19800569C2 (en) | Formwork system for a reinforcement connection | |
DE2752303A1 (en) | DOUBLE-SIDED SHAPING WALL | |
CH628696A5 (en) | METHOD FOR CREATING A CONSTRUCTION WITH A crack-proof connection of an asphalt covering to a component. | |
DE1459965A1 (en) | Method and device for building a tile partition | |
DE102012101366B3 (en) | Under-floor shaft for arranging in under floor pit for protecting underground cables against e.g. ingress of soil, has wall strips and frames fixed against each other via sash fasteners, which lock and unlock rotation around specific degree | |
DE1280540B (en) | Method for connecting structural parts separated by cracks or construction joints | |
DE102014113973A1 (en) | Joint element for sealing of butt joints and / or corner joints | |
DE29513952U1 (en) | Brick with knobs on at least one outside | |
CH702094A2 (en) | Device for producing partial stop end or expansion joint stop end on concrete structure, has plate for temporary limitation of partial structure during casting and hardening of liquid concrete |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
17P | Request for examination filed |
Effective date: 20140211 |
|
AK | Designated contracting states |
Kind code of ref document: A2 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
AX | Request for extension of the european patent |
Extension state: BA ME |
|
PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
AK | Designated contracting states |
Kind code of ref document: A3 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
AX | Request for extension of the european patent |
Extension state: BA ME |
|
RIC1 | Information provided on ipc code assigned before grant |
Ipc: E04G 9/10 20060101ALN20141208BHEP Ipc: E01C 19/50 20060101ALI20141208BHEP Ipc: E04G 11/36 20060101AFI20141208BHEP Ipc: E04B 1/04 20060101ALN20141208BHEP Ipc: E04B 5/00 20060101ALI20141208BHEP Ipc: E04B 5/32 20060101ALI20141208BHEP |
|
R17P | Request for examination filed (corrected) |
Effective date: 20150710 |
|
RBV | Designated contracting states (corrected) |
Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
RIC1 | Information provided on ipc code assigned before grant |
Ipc: E01C 19/50 20060101ALI20160929BHEP Ipc: E04B 1/04 20060101ALN20160929BHEP Ipc: E04B 5/00 20060101ALI20160929BHEP Ipc: E04G 9/10 20060101ALN20160929BHEP Ipc: E04B 5/32 20060101ALI20160929BHEP Ipc: E04G 11/36 20060101AFI20160929BHEP |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
INTG | Intention to grant announced |
Effective date: 20161122 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: NV Representative=s name: GACHNANG AG PATENTANWAELTE, CH |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: LANGUAGE OF EP DOCUMENT: GERMAN |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: REF Ref document number: 884043 Country of ref document: AT Kind code of ref document: T Effective date: 20170515 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 502014003385 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: MP Effective date: 20170412 |
|
REG | Reference to a national code |
Ref country code: LT Ref legal event code: MG4D |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170412 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170713 Ref country code: FI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170412 Ref country code: NO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170712 Ref country code: HR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170412 Ref country code: LT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170412 Ref country code: ES Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170412 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LV Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170412 Ref country code: PL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170412 Ref country code: IS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170812 Ref country code: RS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170412 Ref country code: BG Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170712 Ref country code: SE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170412 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 502014003385 Country of ref document: DE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: RO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170412 Ref country code: SK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170412 Ref country code: EE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170412 Ref country code: DK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170412 Ref country code: CZ Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170412 |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170412 Ref country code: SM Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170412 |
|
26N | No opposition filed |
Effective date: 20180115 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170412 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MC Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170412 Ref country code: MT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170412 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: MM4A |
|
REG | Reference to a national code |
Ref country code: BE Ref legal event code: MM Effective date: 20180228 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180211 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST Effective date: 20181031 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180211 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180228 Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180228 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: TR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170412 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: HU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO Effective date: 20140211 Ref country code: PT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170412 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MK Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20170412 Ref country code: CY Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170412 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170412 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 20240221 Year of fee payment: 11 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20240216 Year of fee payment: 11 Ref country code: GB Payment date: 20240220 Year of fee payment: 11 Ref country code: CH Payment date: 20240301 Year of fee payment: 11 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PK Free format text: BERICHTIGUNGEN |