EP2143856A1 - Verschalungsvorrichtung - Google Patents

Verschalungsvorrichtung Download PDF

Info

Publication number
EP2143856A1
EP2143856A1 EP09156678A EP09156678A EP2143856A1 EP 2143856 A1 EP2143856 A1 EP 2143856A1 EP 09156678 A EP09156678 A EP 09156678A EP 09156678 A EP09156678 A EP 09156678A EP 2143856 A1 EP2143856 A1 EP 2143856A1
Authority
EP
European Patent Office
Prior art keywords
connecting element
support
bottom wall
rubble
retaining member
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
Application number
EP09156678A
Other languages
English (en)
French (fr)
Other versions
EP2143856B8 (de
EP2143856B1 (de
Inventor
Bertrand Croizier
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.)
BATICHAP
Original Assignee
Chapal
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 Chapal filed Critical Chapal
Publication of EP2143856A1 publication Critical patent/EP2143856A1/de
Application granted granted Critical
Publication of EP2143856B1 publication Critical patent/EP2143856B1/de
Publication of EP2143856B8 publication Critical patent/EP2143856B8/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/365—Stop-end shutterings

Definitions

  • the present invention relates to a formwork device, which is intended to be placed on a rubble in order to produce a formwork for a binder such as concrete.
  • such a device comprises on the one hand a support for a formwork board, intended to be placed against a first vertical face of the rubble, and secondly means for holding the support against the rubble.
  • Formwork devices of this type are already known, which have a number of disadvantages, among which we can mention the structural complexity of the device, which involves long and costly manufacturing steps and most often leads to significant drops in material; the difficulty of implementation, requiring several stages of positioning and adjustment; Insufficient maintenance, or in an inappropriate position, of the support against the rubble.
  • the present invention aims to overcome the drawbacks mentioned above, by providing a formwork device simple to manufacture and implement, and to quickly achieve a good positioning of the formwork board, so a formwork of very good quality.
  • the longitudinal direction corresponds to the transverse direction of the rubble, perpendicular to its first and second vertical faces.
  • the invention provides a formwork device very simple structure, since it is obtained from a U-shaped section on which are provided means that can be very simply made, for example by cutting and folding operations.
  • the connecting element is introduced into the receiving and guiding means provided on the support, the connecting element is placed on the rubble, with the supported against the second vertical face of the rubble, then moves the support longitudinally until it bears against the first vertical face of the rubble. There is then only to block the relative movement of the support and the connecting element. All of these steps are very simple and very quick to perform, and this leads to a very satisfactory positioning and maintenance of the device on the rubble.
  • the connecting element forms a spacer which remains bonded to the support and the retaining member at least during casting and curing of the concrete. After hardening of the concrete, and because of the temporary nature of the locking means, can be detached from the connecting element and the support. In this way, it is possible to recover the support, which can be reused later, while the connecting element, remaining in the hardened concrete, is lost.
  • the connecting element can be cut so that it does not protrude longitudinally from the first and second faces vertical rubble. It can also be provided that this connecting element is provided with a zone of lower resistance for breaking, this zone being located slightly recessed relative to the second vertical face of the rubble. Thus, the break in this area (while the concrete is not completely cured) allows the connecting element does not exceed longitudinally, and even that its end is set back.
  • the locking means comprise at least one protrusion formed on the connecting element, adapted to cooperate with a projection formed on the support in order to prevent inadvertent longitudinal displacement of the connecting element relative to the support.
  • the connecting element it is possible to provide on the connecting element a plurality of transversely oriented vertical projections, which allows adjustment of the longitudinal position of the support as a function of the distance between the first and second vertical faces of the rubble.
  • the relative longitudinal displacement of the support and the connecting element remains possible, despite the projections, when this movement is desired by the operator, and any appropriate means can be provided for this purpose.
  • the locking means may comprise at least one orifice formed in the connecting element and at least one orifice formed in the support, an assembly member such as a nail or a wedge that can be inserted in the two orifices placed in correspondence.
  • the connecting element is in the form of a flat shank comprising teeth protruding on its upper face, the teeth having an inclined face forming a ramp and a right face forming a stop and being able to cooperate with a protrusion arranged on the support, to prevent the longitudinal displacement of the connecting element relative to the support in one direction and to allow it in the opposite direction.
  • the support comprises two tongues formed by a cutout in the opposite wings of the U, the tongues being arranged to be folded substantially horizontally towards the inside of the U, one above the other, on both sides of the connecting element.
  • the tongue disposed above the connecting element may comprise at least one rib projecting downwards and extending transversely, said rib being adapted to cooperate with a tooth of the connecting element to block the longitudinal displacement of this connecting element.
  • the tabs may comprise reversible mutual assembly means.
  • the connecting element which is sandwiched between the two assembled tongues, but this connecting element can be released when the tabs are separated from one another.
  • the receiving and guiding means of the connecting element comprise a tongue cut in the bottom wall of the U and folded substantially horizontally, said tongue having two lateral flaps folded substantially horizontally so as to form a sheath .
  • the retaining member is made in one piece with the connecting element, a zone of least resistance being formed at the junction between the retaining member and the connecting element.
  • the part can be broken after curing the concrete, to separate the retaining member and the connecting element which remains in the concrete.
  • the area of least resistance is located substantially at the corresponding edge of the rubble.
  • the retaining member is a separate part of the connecting element, which comprises means for the longitudinal displacement of the connecting element and means temporarily blocking the connecting element with respect to the retaining member in the appropriate longitudinal position.
  • the U-shaped profile may comprise three tabs protruding from the bottom wall substantially longitudinally and whose free edge is provided to come into contact with the first vertical face of the stone, said three tabs having substantially the same longitudinal dimension.
  • One of the tabs may be formed by means for receiving and guiding the longitudinal displacement of the connecting element. According to another possible embodiment, a separate tab may be provided.
  • the U-shaped profile may further comprise a substantially horizontal slot in its bottom wall, near an end of said bottom wall, wherein the connecting element is slidable. This allows an inverted arrangement of the support, for the realization of formwork under a ceiling.
  • the invention provides an assembly comprising a device as previously described and an additional profile, said additional profile having a U-shape having a bottom wall and two lateral wings, and further comprising two legs making protruding from the bottom wall opposite and in the extension of the lateral wings, said additional profile being able to be inserted and removably fixed in the U-shaped section of the support, respectively in the upper part thereof in a first direction or in the lower part thereof in a second direction, so as to allow the realization of a formwork of greater height.
  • a shuttering device 1 is intended to be mounted on a rubble 2 comprising a first and a second vertical faces 3, 4 opposite and a horizontal upper face 5.
  • the longitudinal direction D1 is defined as the direction perpendicular to the vertical faces 3, 4 of the rubble 2 and the transverse direction D2 as the horizontal direction parallel to the vertical faces 3.
  • the vertical direction is denoted D3.
  • the formwork device 1 comprises a support 6, a connecting element 7 and a retaining member 8 which will now be described.
  • the support 6, illustrated on the figure 1 consists of a U-shaped metal section, comprising a bottom wall 9 and two lateral wings 10, 11. In the position of use, the support is substantially vertical, the wings 10, 11 extending opposite the rubble 2.
  • bottom wall 9 are made several cutouts which, after folding the parts thus obtained, form protruding elements.
  • lateral lugs 12, 13 substantially parallel to the wings 10, 11, each located substantially in the same plane as the corresponding flange 10, 11, and projecting away from the flanges 10, 11 in the direction of the rubble 2.
  • These lateral lugs 12, 13 are substantially rectangular and identical. They are obtained from two horizontal cutting lines 14, 15 and a median vertical cutting line which forms the free edges 16 of the tabs 12, 13, after folding of the tabs 12, 13 by 90 ° laterally outwardly . These free edges 16 will bear against the first vertical face 3 of the rubble 2, and the longitudinal dimension L of the tabs 12, 13 therefore corresponds to the spacing between the bottom wall 9 of the support 6 and said vertical face 3 of the rubble 2.
  • a cutout 30 which forms a tongue 18, after folding upwardly 90 ° and opposite the wings 10, 11, around a horizontal fold line 17.
  • This tongue 18 is substantially horizontal and projecting along D1 in the same direction as the tabs 12, 13.
  • the tongue 18 has a substantially rectangular and horizontal portion 19 and two side flaps 20, folded substantially horizontally under the portion 19, thus forming a sleeve which serves as a means of receiving the connecting element 17 and guiding its displacement along D1, as will be seen later.
  • the tongue may also be provided with a through hole 21 of vertical axis.
  • the longitudinal dimension of the tongue 18 is substantially equal to the longitudinal dimension L of the tabs 12, 13.
  • each of the flanges 10, 11 of the support 6 is produced a cutout 22 which, after folding of the parts thus obtained, forms a means for holding and / or blocking the connecting element 7.
  • Each cutout 22 makes it possible to form a substantially rectangular tongue 23 connected to the corresponding flange 10, 11 by one end forming a substantially horizontal fold line 24.
  • the tongue 23 comprises on the one hand an ear 25 at its free end, and on the other hand a light 26 near the fold line 24.
  • the fold lines 24 are arranged substantially at the same height on the wings 10, 11, but the cutouts 22 are made one upwards and the other down.
  • the wing 10 comprises a tongue 23 which can be folded horizontally, towards the inside of the U, by folding 90 ° downwards
  • the wing 11 comprises a tongue 23 which can be folded down. horizontally, towards the inside of the U, by bending 90 ° upwards.
  • the two tabs 23 are horizontal, one above the other, they can be joined to one another by engagement of the ear 25 with a tongue 23 in the slot 26 of the other tongue 23.
  • This assembly is not definitive, and the tabs 23 may be subsequently separated.
  • the tabs 23 extend substantially from one flange 10, 11 to the other.
  • the tongue 23 which will be located above the other tongue has, on its lower face 27, one or more ribs 28 projecting downwards and oriented transversely (according to D2).
  • This rib can be obtained by a localized deformation of the material (rolling, action of a press, etc.).
  • the link element 7 is now described with reference to the figure 3 .
  • the connecting element 7 is in the form of a flat rod, which makes it possible to obtain a very good support on the upper horizontal face of the rubble 2. In the embodiment shown, it has on the upper face of the connecting element 7 of the teeth 29 projecting upwards. However, the presence of teeth is not essential, other locking means may be envisaged.
  • Each tooth 29 has an inclined face forming a ramp 31 and a right face 32, vertical, forming a stop.
  • the connecting element 7 further comprises a plurality of orifices 42 of vertical axis.
  • the connecting element 7 may be made of a material belonging to the group comprising: stainless steel, brass, aluminum, composites, two-component steel and composite. This avoids the corrosion problems encountered in the prior art and, in the case of the use at least partially of a composite, the thermal bridges are eliminated.
  • the figure 2 illustrates a first embodiment of a retaining member 8, which here is a separate part of the connecting element 7.
  • the retaining member 8 is formed of a U-profile, placed vertically during its use, this profile comprising on the one hand a bottom wall 33 intended to bear against the second vertical face 4 of the rubble 2 and secondly two lateral wings 34, 35 extending opposite said vertical face 4.
  • a tab 36 is provided with side flaps 37 folded substantially horizontally over it.
  • a sleeve is thus obtained in which the connecting element 7 can be moved longitudinally, the sleeve guiding this displacement.
  • a through hole 38 of vertical axis, forming a temporary locking means of the connecting element 7, is formed in the tab 36.
  • Other locking means may be envisaged.
  • the bottom wall 33 has a notch 39 at the cutout forming the tab 36.
  • the flaps 37 folded are substantially in the same plane as the upper edge 40 of the bottom wall 33 , without exceeding above.
  • the connecting element 7 is inserted in the tongue 18 of the support 6, then the tongues 23 are folded horizontally, above and below the connecting element 7, and assembled one to the other. other by engagement of the ears 25 in the lights 26, on both sides (according to D2) of the connecting element 7.
  • This assembly is associated with the retaining member 8, by inserting the connecting element 7 into the lug 36 and introducing a nail 41 into the hole 38 placed in correspondence with an orifice 42 of the connecting element 7.
  • the connecting element 7 is placed in abutment on the horizontal upper face of the rubble 2, with the retaining member 8 bearing against the second vertical face 4 of the rubble 2.
  • the connecting element 7 is locked with respect to the retaining member 8 by virtue of the nail 41. Moreover, it is locked with respect to the support 6 by the cooperation between the vertical face 32 of the teeth 29 of the connecting element. 7 and the projections 28 of the tongue 23 which prevent the distance of the support 6 from the rubble 2 (see figure 5 ). It is possible to provide additional locking means for the connecting element 7 with respect to the support 6. For this purpose, a nail can be introduced into the hole 21 of the tongue 18, placed in correspondence with an orifice 42 of the connecting element 7.
  • a riser may be fixed on the support 6.
  • a shuttering board (not shown) is placed in abutment on the tongue 18, against the bottom wall 9 of the support 6, being fixed, for example by inserted nails in the holes 46 formed in the bottom wall 9.
  • the thickness of the board corresponds to the distance L, so that the board is placed in the continuity of the first vertical face 3 of the rubble 2. It is then possible to proceed with the casting concrete.
  • the connecting element 7 remains in the concrete and must be cut. The cutting can be done using a tool (saw) or by hand if the connecting element 7 has a zone of least resistance (existing naturally between two teeth 29 or specifically provided).
  • the figure 6 illustrates a second embodiment of the connecting element 7. This is made in one piece with the retaining member 8 which is for example in the form of a curved rod S supporting the support on the second vertical face 4 of the rubble 2. An area of weakness 43 is formed at the junction between the retaining member 8 and the connecting element 7. For the rest, the formwork device 1 is unchanged.
  • the retaining member 8, forming a single piece with the connecting element 7, can not not be reused.
  • a tool such as a screwdriver
  • Another area of least resistance 47 may also be provided at the right of the first face vertical 3 of the rubble 2.
  • a wedge 45 as illustrated on the figure 7 , which is placed in a hole of corresponding section rectangular or square, formed in the connecting element 7 and the tongue 18 and / or the tab 36.
  • FIG. 8 Another embodiment of the support 6 is illustrated on the figure 8 , this support having the same orientation as that illustrated on the figure 1 .
  • This support 6 consists of a U-shaped section generally having the same structure as the support of the figure 1 , namely a bottom wall 9 and two lateral wings 10, 11, and which has the following differences.
  • the two lateral tabs 12, 13 are obtained from two horizontal cutting lines 14, 15 and two distinct vertical cutting lines 50, 51 which form the free edges 16 of these tabs 12, 13, after downturn.
  • the same support 6 having a bottom wall 9 of width (according to D2) given 2L, it is possible to obtain tabs 12, 13 having a maximum length of L (case of the figure 1 ) or a length L 'less than L. It is thus possible to have a range of supports 6 that can adapt to different thicknesses of formwork boards.
  • the wings 10, 11 of the support 6 do not have cutouts, and therefore the tabs 23 are not found.
  • the receiving means and guide the connecting element 7 comprise a U-shaped part 52 separate from the U-shaped section and attached thereto.
  • This U-shaped piece 52 comprises two substantially horizontal branches 53, 54 and a rounded base 55.
  • the first branch 53 has a free end 56 fixed to the bottom wall 9 of the U-profile, for example by welding, and extends to the base 55 in the same direction as the lateral wings 10, 11 of the profile.
  • the second branch 54 is longer (dimension according to D1) than the first; it extends from the base 55 towards the rubble 2 and passes through a slot 56 formed in the bottom wall 9 of the U-shaped section.
  • the free end 57 of the second leg 54 is set back from the edges free 16 tabs 12, 13, that is to say that the second branch 54 will not be in contact with the rubble in mounted position.
  • first horizontal lumen 58 formed in the base 55 and a second horizontal lumen 59 formed in the bottom wall 9, above the slot 56 and forming a single opening therewith.
  • the two lights 58, 59 are located in alignment with one another according to D1 and are intended to receive the connecting element 7 and guide its sliding.
  • the branches 53, 54 of the U-shaped part 52 have corresponding orifices 60 for receiving a nail (for example) for blocking the connecting element 7.
  • a cutout 61 which forms a tab 62, after folding 90 ° downwards and opposite the wings 10, 11, around a horizontal folding line 63.
  • This tab 62 is substantially horizontal and projecting along D1 in the same direction as the tabs 12, 13; it has a longitudinal dimension substantially equal to the longitudinal dimension L 'of the tabs 12, 13, and thus forms a third support against the rubble 2, in the mounted position. It is possible to provide that the longitudinal dimension of the tab 62 is 1 to 2 mm larger than L '. This makes it possible to ensure the verticality of the support 6 after the thrust of the concrete which is exerted on the shuttering board and tends to slightly tilt the support 6.
  • the U-profile 6 further comprises a substantially horizontal slot 64 formed in its bottom wall 9, under the fold line 63 and near an end of said bottom wall 9. The role of this slot 64 will be explained more far.
  • the U-shaped section 6 has orifices 65 formed in the wings 10, 11, vis-à-vis, to allow the attachment of a riser, as will be seen later.
  • the support 6 which has just been described can be used in the position it occupies on the figure 8 , similar to the layout shown on the figure 4 .
  • the tabs 12, 13, 62 bear against the first vertical face 3 of the rubble 2.
  • the connecting element 7 is inserted in the slots 58, 59, and is thus above the second branch 54 of the U-shaped part 52.
  • the formwork board therefore rests directly on the connecting element 7.
  • the corresponding advantage is that there is no extra material thickness between this connecting element 7 and the board.
  • This support 6 can also be used in the "upside-down" position, as illustrated in FIG. figure 9 , especially when it comes to formwork under a ceiling.
  • the connecting element is not inserted in the slots 58, 59 but in the slot 64.
  • This connecting element is advantageously provided with a bent end portion which serves as a retaining member 8. The support 6 is always in contact with the rubble 2 by the free ends of the tabs 12, 13, 62.
  • an additional profile 66 which is U-shaped having a bottom wall 67 and two side wings 68, 69.
  • the additional section 66 further comprises two tabs 70, 71 projecting from the bottom wall 67 in the opposite direction and in the extension of the lateral wings 68, 69, at one end of the bottom wall 67.
  • the bottom wall 67 of this additional profile 66 has holes 72 for fastening, for example by nails, of a formwork board.
  • the side wings 68, 69 have orifices 73, facing each other.
  • the additional section 66 plays a role of enhancement, as seen on the figure 11 . Its dimensions are such that it can be inserted into the U-shaped profile forming the support 6.
  • first additional profile 66 mounted above the U-shaped piece 52 in a first direction, with the tabs 70, 71 directed in the same direction as the flanges 10, 11, the bottom wall 67 of the additional section 66 being thus remote from the bottom wall 9 of the support 6.
  • the additional profiles 66 are attached to the support 6 removably by means of members such as keys (not shown) inserted transversely into the orifices 65, 73 placed in correspondence.
EP20090156678 2008-07-11 2009-03-30 Verschalungsvorrichtung Not-in-force EP2143856B8 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR0803989A FR2933723B1 (fr) 2008-07-11 2008-07-11 Dispositif de coffrage

Publications (3)

Publication Number Publication Date
EP2143856A1 true EP2143856A1 (de) 2010-01-13
EP2143856B1 EP2143856B1 (de) 2012-08-01
EP2143856B8 EP2143856B8 (de) 2012-09-05

Family

ID=40328476

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20090156678 Not-in-force EP2143856B8 (de) 2008-07-11 2009-03-30 Verschalungsvorrichtung

Country Status (2)

Country Link
EP (1) EP2143856B8 (de)
FR (1) FR2933723B1 (de)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3011865A1 (fr) * 2013-10-14 2015-04-17 Bc Consulting Materiel de positionnement d'une planche de coffrage de dalle sur une paroi de batiment telle qu'un mur

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3100830A1 (fr) 2019-09-16 2021-03-19 Batiroc Protect Sas Dispositif de console destiné à supporter sur la dalle béton un ensemble de protection sur le périmètre de l’ouvrage.

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9401417U1 (de) * 1994-01-28 1994-05-19 Hummel Heinz Schalbrett-Halterung aus Kunststoff
DE4428412A1 (de) * 1994-08-11 1996-02-15 Reinhold Beck Haltebügel für Schalungen
DE20022464U1 (de) * 1999-11-23 2001-09-06 Kuder Karlheinz Hilfsvorrichtung zur Halterung von Randisolierungen
FR2863637A1 (fr) * 2003-12-16 2005-06-17 Marc Olivier Dispositif destine au soutien d'un coffrage pour la realisation de planchers
FR2893058A1 (fr) * 2005-11-09 2007-05-11 Service Entretien Batiment Dispositif pour faciliter le coffrage rapide et le montage de murs, dalles, planchers et similaires

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9401417U1 (de) * 1994-01-28 1994-05-19 Hummel Heinz Schalbrett-Halterung aus Kunststoff
DE4428412A1 (de) * 1994-08-11 1996-02-15 Reinhold Beck Haltebügel für Schalungen
DE20022464U1 (de) * 1999-11-23 2001-09-06 Kuder Karlheinz Hilfsvorrichtung zur Halterung von Randisolierungen
FR2863637A1 (fr) * 2003-12-16 2005-06-17 Marc Olivier Dispositif destine au soutien d'un coffrage pour la realisation de planchers
FR2893058A1 (fr) * 2005-11-09 2007-05-11 Service Entretien Batiment Dispositif pour faciliter le coffrage rapide et le montage de murs, dalles, planchers et similaires

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3011865A1 (fr) * 2013-10-14 2015-04-17 Bc Consulting Materiel de positionnement d'une planche de coffrage de dalle sur une paroi de batiment telle qu'un mur

Also Published As

Publication number Publication date
EP2143856B8 (de) 2012-09-05
EP2143856B1 (de) 2012-08-01
FR2933723B1 (fr) 2010-08-13
FR2933723A1 (fr) 2010-01-15

Similar Documents

Publication Publication Date Title
EP0688695B1 (de) Verriegelung eines beweglichen Bauteiles in einem Kraftfahrzeugsitz
EP2636815B1 (de) Bügel zum Befestigen eines Handlaufs eines Geländers auf einem Pfosten
EP3090850B1 (de) Befestigungsmittel von belägen zur oberflächenbeschichtung und anwendung
EP2143856B1 (de) Verschalungsvorrichtung
EP0250344A1 (de) Einrichtung zum Wiederherstellen und Nachprüfen von beschädigten Fahrzeugkarosserien
EP2083972B1 (de) Messer für schneidwerkzeug zum schneiden einer platte und mit solch einem messer versehenes werkzeug
EP2159344B1 (de) Bügel für die Befestigung einer Strebe auf einem Pfosten
EP2378620B1 (de) Kabelkanal, der mindestens einen Kabelkanal und eine Halterung umfasst, und Montagemethode eines solchen Kabelkanals auf einer solchen Halterung
FR2505449A1 (fr) Collier de serrage
FR2858824A1 (fr) Suspente ajustable en longueur utilisable a la suspension de rails profiles
EP2907631B1 (de) Anschlag mit Doppelfunktion für eine Vorrichtung zum Schneiden vom Platten
FR2955133A1 (fr) Dispositif de coffrage et de securite
FR2955134A1 (fr) Dispositif de coffrage reglable
FR2851948A1 (fr) Dispositif d'assemblage d'un premier et d'un deuxieme tuyau
EP0553015B1 (de) Vorrichtung zum Ausrichten und Zusammenbringen von Schaltafeln
FR2952952A1 (fr) Systeme de coffrage d’un linteau
EP3683378B1 (de) System zum zusammenbau vor ort und einbau eines metalltreppenbausatzes mit viertelwendelung
EP3863894B1 (de) Grundplatte für einen sicherheitsgurtaufroller und kraftfahrzeug mit einem solchen aufroller
EP2299027B1 (de) Gerüststruktur, insbesondere Fassadengerüst
EP1609923A1 (de) Füllkörper aus Schaumkunststoff für Träger aus gefaltetem Stahlblech
FR3068905B1 (fr) Outil de decoupe de plaque notamment en materiau reconstitue.
FR2901416A1 (fr) Ensemble comportant un bloc de jonction pour conducteurs electriques et une cloison amovible a disposer contre le bloc de jonction
FR2881038A1 (fr) Dispositif de support comportant une console
FR2761753A1 (fr) Dispositif d'assemblage en angle
FR3044337B1 (fr) Banche comprenant un dispositif de confirmation en rive, ensemble de deux banches et procede d'assemblage

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

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 HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA RS

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: ETABLISSEMENTS CHAPAL

17P Request for examination filed

Effective date: 20100701

AKX Designation fees paid

Designated state(s): 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 SE SI SK TR

TPAC Observations filed by third parties

Free format text: ORIGINAL CODE: EPIDOSNTIPA

17Q First examination report despatched

Effective date: 20110707

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

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 HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL 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: AT

Ref legal event code: REF

Ref document number: 568807

Country of ref document: AT

Kind code of ref document: T

Effective date: 20120815

Ref country code: CH

Ref legal event code: EP

RAP2 Party data changed (patent owner data changed or rights of a patent transferred)

Owner name: BATICHAP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: FRENCH

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602009008592

Country of ref document: DE

Effective date: 20120920

REG Reference to a national code

Ref country code: NL

Ref legal event code: VDEP

Effective date: 20120801

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 568807

Country of ref document: AT

Kind code of ref document: T

Effective date: 20120801

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

Effective date: 20120801

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

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: 20121201

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: 20121101

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: 20120801

Ref country code: AT

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: 20120801

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: 20120801

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: 20120801

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: 20120801

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: 20120801

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: 20121203

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: 20121102

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: 20120801

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: 20120801

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: 20120801

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: 20120801

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: 20120801

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: 20120801

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: 20120801

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: 20120801

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: 20121112

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

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: 20120801

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: 20130503

REG Reference to a national code

Ref country code: FR

Ref legal event code: CL

Name of requester: CHAPAL INDUSTRIE, FR

Effective date: 20130611

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

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: 20121101

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602009008592

Country of ref document: DE

Effective date: 20130503

BERE Be: lapsed

Owner name: ETS CHAPAL

Effective date: 20130331

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 NON-PAYMENT OF DUE FEES

Effective date: 20130331

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

Effective date: 20130330

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

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: 20130330

Ref country code: CH

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

Effective date: 20130331

Ref country code: IE

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

Effective date: 20130330

Ref country code: BE

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

Effective date: 20130331

Ref country code: LI

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

Effective date: 20130331

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

Ref country code: DE

Payment date: 20140317

Year of fee payment: 6

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

Ref country code: IT

Payment date: 20140317

Year of fee payment: 6

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

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: 20120801

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 7

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: 20120801

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20120801

Ref country code: LU

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

Effective date: 20130330

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: 20090330

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

Ref country code: FR

Payment date: 20150331

Year of fee payment: 7

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602009008592

Country of ref document: DE

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 NON-PAYMENT OF DUE FEES

Effective date: 20150330

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: 20151001

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20161130

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: 20160331