EP1422355B1 - Plaque de coffrage et procédés de fabrication et d'installation relatifs - Google Patents

Plaque de coffrage et procédés de fabrication et d'installation relatifs Download PDF

Info

Publication number
EP1422355B1
EP1422355B1 EP03025904A EP03025904A EP1422355B1 EP 1422355 B1 EP1422355 B1 EP 1422355B1 EP 03025904 A EP03025904 A EP 03025904A EP 03025904 A EP03025904 A EP 03025904A EP 1422355 B1 EP1422355 B1 EP 1422355B1
Authority
EP
European Patent Office
Prior art keywords
shuttering
concrete
recesses
shuttering panel
plates
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.)
Expired - Lifetime
Application number
EP03025904A
Other languages
German (de)
English (en)
Other versions
EP1422355A1 (fr
Inventor
Stefan Portmann
Harald Krüger
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.)
Pakon AG
Original Assignee
Ankaba AG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Ankaba AG filed Critical Ankaba AG
Publication of EP1422355A1 publication Critical patent/EP1422355A1/fr
Application granted granted Critical
Publication of EP1422355B1 publication Critical patent/EP1422355B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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
    • 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
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
    • E04G11/085—End form panels for walls
    • 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 present invention relates to a formwork panel made of concrete with reticulated reinforcing insert and with recesses, in the range of which openings for the insertion of reinforcing bars and / or fasteners can be produced in a simplified manner. Furthermore, the invention relates to a formwork for producing such formwork panels, a corresponding manufacturing method using such a formwork and a method for fixing such formwork panels in the production of a shuttering.
  • Shuttering slabs of the type considered can be used wherever concrete components such as floor slabs, ceilings but also walls have to be shut off at the edge or end, be it at the actual edge of the concrete components or, in sections with adjacent concreting, also between the individual sections. Due to their concrete material, the shuttering plates can be left as so-called lost formwork elements in the concrete component, but should be more reasonably priced parts for this reason.
  • the shuttering panels must be fixed to withstand the concrete pressure.
  • an attachment to the wall crown is required, including additional elements such as brackets or the like can be used. Of course, a connection must also be made between the shuttering panels and the additional elements.
  • the reinforcing bars between the sections must be able to be pulled through and thus also be able to be passed through the shuttering plates in order to connect the adjoining sections.
  • suitable openings must be present or attachable for each. However, the openings must also closely enclose the parts that have been carried out, so that the fresh concrete can not escape.
  • a thrust toothing between the adjacent sections is desirable and, especially for floor panels, also the greatest possible tightness against water penetration.
  • the recesses form windows which are only covered by the reinforcing insert. Since this is formed tissue-shaped, it comes to the exit of at least concrete milk from the fresh concrete.
  • the known formwork panels are therefore, for example, as Deckenrandabschalitch as good as can not be used.
  • the known Abschalungsplatten are produced in at least approximately lying individual forms made of steel, wherein a concrete material is used with Schnellbinder. During filling, the molds have to be shaken so that the fresh concrete can reach all voids and fill them completely.
  • One of the objects of the invention is to improve and further develop the previously known shuttering plates.
  • a Abschalongsplatte invention is characterized in that a self-compacting, highly-flowable concrete is used as the concrete material.
  • This concrete which is also highly resilient, is called “SCC concrete” according to the English “self contracting concrete” and has not been available on the market for a very long time. He is currently still relatively expensive.
  • An inventive formwork panel is further characterized in that it, apart from the recesses, has a uniform thickness between 10mm and 20mm.
  • the proposed by the invention use of the novel material pays off, inter alia, the fact that the shuttering plates can be made substantially thinner than previously possible, which material can be saved.
  • the thickness of the shuttering panels according to the invention outside the recesses is 15 mm. By this comparatively small thickness, the shuttering plates are of course also easier and more manageable. Your transport weight and volume will be reduced.
  • Another cost-reducing factor results from the particular flow properties of the new concrete material, which can already compact under its own weight and, for example, does not have to be shaken. This enables a highly efficient way of simultaneously producing a plurality of shuttering plates in a novel shape, which will be discussed later.
  • the shuttering plate according to the invention is provided with a sealing plate extending transversely to it and laterally projecting above it.
  • the executed in particular as a metal sheet sealing plate may also be provided with a coating which connects waterproof with fresh concrete.
  • a further aspect of the invention according to claim 11 is a method for simultaneously producing a plurality of shuttering slabs comprising a formwork trough in which mold plates are set in pairs opposite each other, the mold plates having projections for forming the recesses in the shuttering plates and an armor insert between each pair of mold plates is arranged.
  • the mold plates are thermoformed plastic sheets or plastic sheets by e.g. of polypropylene, polyethylene or polyvinyl chloride, preferably with a thickness in the range between 0.5 mm and 3 mm. Since deep-drawing technology sharp corners are not well feasible, in the region of the projections oblique angle and / or rounded shapes are preferred.
  • a method according to the invention for the simultaneous production of multiple shuttering slabs is the subject of claim 11. Thereafter, the cavities between the mold plate pairs with the self-compacting concrete or fresh concrete, if necessary, without shaking only poured out. In a single operation can be made in this way with a single dormant formwork several hundred Abschalungsplatten simultaneously.
  • the shuttering panels according to the invention are very universally applicable, e.g. also for Deckenrandabschalung.
  • aussen melt here visible remaining recesses results in the further advantage that an applied plaster or adhesive for external insulation can additionally anchor in the recesses.
  • the Abschalungsplatten can at least on one side also provided with a rough and / or textured surface and thereby the plaster or adhesive adhesion can be additionally improved.
  • Non-smooth side surfaces of course support the connection to the adjacent concrete.
  • the mounting problem of the inventive shuttering slabs is very rational to solve that they can be easily nailed through the recesses through suitable counter-positions such as parking angle, wedges or the like or screwed.
  • suitable counter-positions such as parking angle, wedges or the like or screwed.
  • To anchor the nail or screw heads large areas, or possibly even matched washers, may be used for the contours of the recesses.
  • the shuttering plate 10 of Fig. 1-3 has a height H corresponding to the thickness of the concrete component to be created, a greater length L and a much lower Thickness D on. It consists essentially of a self-compacting, highly flowable concrete. In the area of the recesses 11, which are oval here, the thickness of the Abschalungsplatte 10 is reduced, but there is also still preferably a certain Remaining thickness d of concrete available.
  • the side surfaces 13 of the Abschalungsplate 10 can be roughened on one or both sides, as shown, or otherwise structured.
  • the two narrow sides 14, however, are preferably formed smoothly en videend the requirements as they are made of exposed concrete.
  • the formwork 20 comprises an outer formwork trough 21, which can preferably be opened at least on one side. Inserted or set in this formwork trough 21 with its length L, for example, in a vertical orientation in pairs in opposite directions to each other form plates 22, which projections 23 for forming the recesses 11 in the shuttering plates 10 have. Between each pair of mold plates 22, a reinforcing insert 12 is arranged.
  • the formwork 20 can be easily poured from above with the mentioned concrete material, which fills the cavities 24 between the mold plates 22. Because of the special properties of the concrete material can be dispensed with a shaking in the rule.
  • Fig. 6 shows one of the mold plates 22 from the side.
  • protrusions 23 are further formed on the projections 23, by which in the formwork in pairs oppositely arranged mutually mold plates 22 are held at a small mutual distance, so that the concrete material during pouring also in the area between each two opposite projections 23 can pass. This ensures the mentioned residual thickness d in the area of the recesses 11 or allows a targeted adjustment of this residual thickness d.
  • the mold plates may be thermoformed plastic sheets or sheets by deep drawing. Since it is not possible to produce well-edged rectangular shapes during deep-drawing, the projections 23 are preferably made with non-right angles ⁇ and have an overall rounded design. During deep drawing, a structure for achieving the respective desired surface roughness or the like of the side surfaces 13 of the shuttering plates 10 can also be impressed directly into the mold plates. Smooth narrow sides 14 of the Abschalungsplatten arise simply by a sufficiently smooth formation of the side walls of the formwork trough 21st
  • the formwork 20 could advantageously also be designed so that several rows of pairs gegensinning each other arranged moldings 22 side by side in their place, of course, lateral partitions would also be used in the formwork.
  • a height H of the mold plates of about 20 cm and a mutual distance D of 15 mm could simultaneously 500 Abschalungsplatten 10 are poured in one operation.
  • Fig. 7 shows a Abschalungsplatte 10 according to the invention according to Fig. 2 used for Abschalung a portion 30 of a multi-section concreted ceiling tile, wherein in the representation of Fig. 7 the fresh concrete has already been poured into section 30.
  • a wooden wedge 31 is used, which is simply nailed by the Abschalungsplatte 10 in the region of a recess 11 from the side of the concreting 30 ago and on the other hand with the slab formwork 32.
  • the nail 33 is easy to drive the nail 33 through the concrete material of the shuttering plate 10 in this area.
  • For better anchoring of the nail head is one of the contour of the Recess 11 adapted fitting 34 used in the manner of a large washer.
  • a concrete iron 35 could be passed through an upper recess 11 of the shuttering plate 10. In reality, however, this will be the case in a plane offset from the plane of the drawing, and then, parallel to this, a concrete iron will pass through the lower recess. With a plugged onto the concrete iron 35 clamping element 36, which is also shown separately for clarity, the shuttering plate 10 is secured in its upper region against the concrete pressure.
  • Fig. 8 shows a shuttering plate 10 according to Fig. 2 used to edge-off a ceiling before concreting the same.
  • the shuttering plate 10 is arranged on the outside of the crown of a wall 40 and nailed from the outside with a shutter inside arranged Abstellwinkel 41.
  • the parking angle 41 is in turn nailed to the slab formwork 42.
  • With 43 is shown only schematically outside, inter alia, on the shuttering board 10 after concreting, for example, by gluing attached external insulation.
  • Fig. 9 shows a Abschalungsplatte 10 according to the invention, which is designed especially for the field of construction joints, which must be sealed against the passage of water, as could be the case, for example, in the illustrated floor panel 50.
  • the shuttering plate 10 is provided with a sealing plate 51 projecting over its length L, arranged transversely to its height H and on both sides above it, for example, from a metal cup in the manner of a so-called joint plate.
  • the sealing plate 51 substantially extends the path that would have to take from the soil 52 ago possibly ascending water in the gaps 53 and / or 54 on both sides of the shuttering plate 10 to the top of the bottom plate 50.
  • the sealing plate 51 is also provided with a coating 56 which has the property to connect waterproof with fresh concrete, whereby an absolutely tight seal can be achieved without further measures.
  • a suitable coating material is for example from the EP 0 796 951 A1 known KSK mass, which is a mixture of soft bitumen, styrene-butadiene-styrene (SBS) and synthetic resins.
  • Fig. 10 For producing the shuttering plates with transversely embedded sealing plate 51 according to Fig. 9 in a formwork according to Fig. 4
  • the in Fig. 10 are designated 60, for example, it may simply be blocks of a sufficiently pressure-resistant plastic foam.
  • the shuttering panels could also be modified in other ways, for example, by molding a skirting board which adjoins one of its narrow sides and widening it, making use of which the shuttering panels are placed on a base such as the one shown in FIG Fig. 8 could be glued on.
  • the height H of the shuttering panels according to the invention depends on the thickness of the concrete component to be produced, for which graded standard dimensions are the rule. Typical values are in the range of 16 cm - 40 cm.
  • the length L of the formwork slabs according to the invention is dimensioned according to practical aspects with regard to their production, handling and transport. Length measures in the range between 100 cm and 300 cm are preferred.
  • the thickness D of the shuttering slabs according to the invention should be as small as possible because of the amount of material to be used and its weight and, taking into account stability criteria and favorable manufacturability, as already mentioned above, preferably in the range between 10 mm and 20, preferably about 15 mm, selected.
  • the residual thickness d of the concrete material in the region of the recesses can be between only 0.5 mm and 5 mm, with a preferred value of about 2 mm.
  • the recesses are preferably arranged with a mutual grid spacing of 5 cm, corresponding to the grid spacing in which concrete iron is usually laid.
  • the recesses 11 could also be formed in the manner of notches to an edge or to one of the narrow sides 14 of the Abschalungsplatten 10 out, as in the right part of Fig. 1 is shown.
  • the recesses 11 should have at least a clear width of 10 mm.
  • the shuttering panels could also be provided with more than two rows of recesses, gff. just to further reduce their weight.
  • a suitable self-compacting concrete is commercially available, for example, under the name "FLOWSTONE” from Dyckerhoff, D-65203 Wiesbaden.
  • a mesh or mesh having a mesh size of the order of magnitude of approximately 5 mm, which is preferably inherently tensile, or else a coarse meshed fleece may be used.
  • plastic materials such as polypropylene, but also glass fibers or "ARAMID" come into question.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mechanical Engineering (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Claims (14)

  1. Panneau de coffrage (10) en béton comprenant une structure d'armature (12) en forme de filet et des évidements (11), dans la zone desquels des ouvertures pour le passage de fers d'armature (35) et/ou de moyens de fixation (33) peuvent être fabriquées de façon simplifiée, caractérisé en ce qu'on utilise comme matériau de béton un béton autocompactant et très fluide et en ce que, mis à part les évidements (11), le panneau présente une épaisseur (D) homogène comprise entre 10 mm et 20 mm.
  2. Panneau de coffrage selon la revendication 1, caractérisé en ce qu'il présente dans la zone des évidements (11) une épaisseur résiduelle de béton (d) autour de la structure d'armature (12), qui est comprise de préférence entre 0,5 mm et 5 mm, mais est en particulier d'environ 2 mm.
  3. Panneau de coffrage selon l'une quelconque des revendications 1 ou 2, caractérisé en ce qu'au moins une partie des évidements (11) est conçue de manière à être ouverte en direction d'une bordure du panneau de coffrage (10).
  4. Panneau de coffrage selon l'une quelconque des revendications 1 à 3, caractérisé en ce que, mis à part les évidements (11), il présente une épaisseur (D) homogène de 15 mm.
  5. Panneau de coffrage selon l'une quelconque des revendications 1 à 4, caractérisé en ce qu'il présente au moins un côté étroit (14), qui répond, en ce qui concerne son aspect lisse, aux exigences imposées au béton apparent.
  6. Panneau de coffrage selon l'une quelconque des revendications 1 à 5, caractérisé en ce qu'il présente une surface rugueuse et/ou structurée au moins sur l'une de ses surfaces latérales (13).
  7. Panneau de coffrage selon l'une quelconque des revendications 1 à 6, caractérisé en ce que la structure d'armature (12) est un tissu en forme de filet, de préférence avec une largeur de maille de l'ordre de 5 mm, ou un non-tissé à grandes mailles.
  8. Panneau de coffrage selon l'une quelconque des revendications 1 à 7, caractérisé en ce qu'il est doté d'une plaque d'étanchéité (51) s'étendant sur la longueur (L), disposée transversalement au panneau et dépassant à chaque fois sur le côté.
  9. Panneau de coffrage selon la revendication 8, caractérisé en ce que, pour améliorer l'ancrage de la plaque d'étanchéité (51), il est prévu dans le panneau de coffrage (10) au moins une plaque perforée (55), qui est noyée à plat dans le panneau de coffrage (10) et est reliée fixement à la plaque d'étanchéité (51).
  10. Panneau de coffrage selon l'une quelconque des revendications 8 ou 9, caractérisé en ce que la plaque d'étanchéité (51) réalisée en particulier sous forme de tôle métallique est dotée d'un revêtement (56), qui se lie de façon étanche à l'eau avec du béton frais.
  11. Procédé pour fabriquer simultanément plusieurs panneaux de coffrage selon l'une quelconque des revendications 1 à 10, caractérisé en ce qu'on utilise un coffrage (20), qui comprend une auge de coffrage (21), à l'intérieur de laquelle sont placées des plaques de moulage (22) par paires dans le sens contraire les unes par rapport aux autres, des cavités (24) étant présentes entre les plaques de moulage (22), les plaques de moulage (22) présentant des saillies (23) pour la réalisation des évidements (11) dans les panneaux de coffrage (10) et une structure d'armature (12) étant disposée entre chaque paire de plaques de moulage (22) et procédé dans lequel les cavités (24) entre les paires de plaques de moulage (22) sont coulées en une opération avec du béton s'autocompactant.
  12. Procédé selon la revendication 11, caractérisé en ce que les plaques de moulage (22) sont des plaques ou des feuilles en matière plastique formées par emboutissage, de préférence avec une épaisseur comprise entre 0,5 mm et 3 mm.
  13. Procédé selon l'une quelconque des revendications 11 ou 12, caractérisé en ce que des nopes (25) saillantes sont réalisées sur les saillies (23) des plaques de moulage (22), nopes par lesquelles des plaques de moulage (22) disposées dans le coffrage (20) à chaque fois par paires dans le sens contraire les unes par rapport aux autres sont maintenues à un faible espacement réciproque.
  14. Procédé pour fixer des panneaux de coffrage (10) selon l'une quelconque des revendications 1 à 10 pour la fabrication d'un coffrage, caractérisé par le clouage, vissage ou similaire des panneaux de coffrage (10) à travers leurs évidements (11).
EP03025904A 2002-11-21 2003-11-12 Plaque de coffrage et procédés de fabrication et d'installation relatifs Expired - Lifetime EP1422355B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH19582002 2002-11-21
CH19582002 2002-11-21

Publications (2)

Publication Number Publication Date
EP1422355A1 EP1422355A1 (fr) 2004-05-26
EP1422355B1 true EP1422355B1 (fr) 2011-11-02

Family

ID=32181950

Family Applications (1)

Application Number Title Priority Date Filing Date
EP03025904A Expired - Lifetime EP1422355B1 (fr) 2002-11-21 2003-11-12 Plaque de coffrage et procédés de fabrication et d'installation relatifs

Country Status (2)

Country Link
EP (1) EP1422355B1 (fr)
AT (1) ATE531864T1 (fr)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1947256B1 (fr) * 2007-01-17 2016-03-23 Pino Albanese Dispositif de coffrage
EP1947257B1 (fr) * 2007-01-17 2019-03-13 Pino Albanese Elément de décoffrage
EP2093339B1 (fr) 2008-02-22 2018-04-11 Pakon AG Dispositif de fixation d'un joint sur une plaque de coffrage
DE202009004804U1 (de) * 2009-05-12 2010-10-14 Peca-Verbundtechnik Gmbh Schalungssystem
DE102020108172A1 (de) * 2020-03-25 2021-09-30 Jochen Röttinger Schalung zur Herstellung von Betonfertigteilen

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE431667B (sv) * 1982-06-15 1984-02-20 Tremix Ab System for anvendning vid gjutning av betonggolv samt sett och form for tillverkning av i systemet ingaende balkar
GB8709877D0 (en) * 1987-04-27 1987-06-03 Clifton R A Concrete screed rails
GB8826206D0 (en) * 1988-11-09 1988-12-14 Cliffstone Products Ltd Concrete screed rails
ATE117402T1 (de) * 1991-06-17 1995-02-15 Brefeba Nv Bauelement zur begrenzung einer stirnfläche einer schalung.

Also Published As

Publication number Publication date
ATE531864T1 (de) 2011-11-15
EP1422355A1 (fr) 2004-05-26

Similar Documents

Publication Publication Date Title
AT410567B (de) Deckenrandschalenelement sowie verwendung desselben
DE102008013206B4 (de) Verfahren zum Verbinden von Betonfertigteilen und damit hergestelltes Bauwerk
DE202007010509U1 (de) Schiene zur Aufnahme von Seilschlaufen für Fertigbauteile
DE202004004965U1 (de) Schalungselement
DE19722449A1 (de) Abschalelement
EP1422355B1 (fr) Plaque de coffrage et procédés de fabrication et d'installation relatifs
EP2439350B1 (fr) Elément de coffrage
DE2129490A1 (de) Feuchtigkeitsdichte Lage oder Schicht fuer Bauwerke
DE19516098A1 (de) Deckenrandschalungselement sowie Verfahren und Vorrichtung zu seiner Herstellung
EP2093339B1 (fr) Dispositif de fixation d'un joint sur une plaque de coffrage
WO2017032663A1 (fr) Dispositif dispositif de coffrage de bord
DE2111730A1 (de) Bauelement fuer Gebaeudewaende
DE7709966U1 (de) Zweischichtenplatte, insbesondere bodenplatte fuer spiel- und sportplaetze
EP0299353B1 (fr) Méthode de réalisation d'éléments pour constructions à coffrages permanents et éléments fabriqués selon le procédé
DE202007000445U1 (de) Schalung zum Erzeugen einer Sollrissstelle
EP1229177A2 (fr) Procédé d'étanchéification d'un joint de bétonnage et joint d'étanchéité correspondant
DE2553242A1 (de) Verfahren zur ausbildung von dehnungsfugen in einer betonplatte und dehnungsfugenprofil
DE68904776T2 (de) Bauglied und verfahren.
DE102004020530A1 (de) Bauwerkteil und Verfahren zur Herstellung eines solchen Bauwerkteils sowie Schalelement hierfür
DE102019130867A1 (de) Vorrichtung zur Abdichtung von Betonfugen
EP2543793B1 (fr) Procédé de fabrication et de pose de baguette de sol
DE10105929B4 (de) Verfahren zum Herstellen eines Formteils aus Beton oder Mörtel, nach dem Verfahren hergestelltes Formteil sowie dessen Verwendung
DE19513664A1 (de) Dämmelement zur schalldämmenden Lagerung von Gebäudeteilen
EP4310265A1 (fr) Procédé d'installation d'un élément d'évacuation d'eau et élément d'entrée d'évacuation d'eau destiné à être intégré dans un sol praticable
DE29604837U1 (de) Fertigbetonbauteil

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: 20031112

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LI LU MC NL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL LT LV MK

AKX Designation fees paid

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LI LU MC NL PT RO SE SI SK TR

17Q First examination report despatched

Effective date: 20061208

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

RTI1 Title (correction)

Free format text: SHUTTERING PLATE AND METHODS OF MAKING AND INSTALLING SAME

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): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LI LU MC NL PT RO SE SI SK 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: IE

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 50314042

Country of ref document: DE

Effective date: 20120105

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: RENTSCH PARTNER AG

REG Reference to a national code

Ref country code: NL

Ref legal event code: VDEP

Effective date: 20111102

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

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: 20111102

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: 20111102

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: 20111102

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: 20120203

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: 20120302

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

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: 20111102

Ref country code: MC

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20111130

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

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: 20111102

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: 20111102

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: 20111102

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: 20120202

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: 20111102

Ref country code: IE

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: 20111102

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: 20111102

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: 20111102

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

26N No opposition filed

Effective date: 20120803

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 50314042

Country of ref document: DE

Effective date: 20120803

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

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: 20120213

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: 20111112

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

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: 20111102

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: 20111102

REG Reference to a national code

Ref country code: CH

Ref legal event code: PUE

Owner name: PAKON AG, CH

Free format text: FORMER OWNER: ANKABA AG, CH

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

Effective date: 20111102

BECA Be: change of holder's address

Owner name: PAKON A.G.

Effective date: 20131210

Owner name: BAHNHOFSTRASSE 33,CH-8867 NIEDERURNEN

Effective date: 20131210

BECH Be: change of holder

Owner name: PAKON A.G.

Effective date: 20131210

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 50314042

Country of ref document: DE

Representative=s name: LAUER, JOACHIM, DIPL.-PHYS. DR.RER.NAT., DE

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20131120

Year of fee payment: 11

REG Reference to a national code

Ref country code: DE

Ref legal event code: R081

Ref document number: 50314042

Country of ref document: DE

Owner name: PAKON AG, CH

Free format text: FORMER OWNER: ANKABA AG, BRUETTISELLEN, CH

Effective date: 20111114

Ref country code: DE

Ref legal event code: R082

Ref document number: 50314042

Country of ref document: DE

Representative=s name: LAUER, JOACHIM, DIPL.-PHYS. DR.RER.NAT., DE

Effective date: 20140113

Ref country code: DE

Ref legal event code: R081

Ref document number: 50314042

Country of ref document: DE

Owner name: PAKON AG, CH

Free format text: FORMER OWNER: ANKABA AG, BRUETTISELLEN, CH

Effective date: 20140113

REG Reference to a national code

Ref country code: FR

Ref legal event code: CA

Effective date: 20140128

Ref country code: FR

Ref legal event code: RM

Effective date: 20140128

Ref country code: FR

Ref legal event code: CD

Owner name: PAKON AG, CH

Effective date: 20140128

Ref country code: FR

Ref legal event code: TP

Owner name: PAKON AG, CH

Effective date: 20140128

REG Reference to a national code

Ref country code: GB

Ref legal event code: S117

Free format text: REQUEST FILED; REQUEST FOR CORRECTION UNDER SECTION 117 FILED ON 27 JANUARY 2014

REG Reference to a national code

Ref country code: GB

Ref legal event code: S117

Free format text: CORRECTIONS ALLOWED; REQUEST FOR CORRECTION UNDER SECTION 117 FILED ON 27.01.2014 ALLOWED ON 14.07.2014.

REG Reference to a national code

Ref country code: GB

Ref legal event code: 732E

Free format text: REGISTERED BETWEEN 20140724 AND 20140730

REG Reference to a national code

Ref country code: AT

Ref legal event code: PC

Ref document number: 531864

Country of ref document: AT

Kind code of ref document: T

Owner name: PAKON AG, CH

Effective date: 20140925

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20141112

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20141112

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 13

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20151119

Year of fee payment: 13

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20170731

REG Reference to a national code

Ref country code: CH

Ref legal event code: PCAR

Free format text: NEW ADDRESS: BELLERIVESTRASSE 203 POSTFACH, 8034 ZUERICH (CH)

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20161130

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: TR

Payment date: 20181002

Year of fee payment: 6

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 531864

Country of ref document: AT

Kind code of ref document: T

Effective date: 20191112

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20191130

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 50314042

Country of ref document: DE

Representative=s name: RGTH RICHTER GERBAULET THIELEMANN HOFMANN PATE, DE

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: 20191130

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20191112

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20201119

Year of fee payment: 18

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 20211119

Year of fee payment: 19

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 50314042

Country of ref document: DE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20220601

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20221130

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20221130