EP2594693B1 - Vorrichtung zur Höhenregulierung einer Verschalung für Betonplatten - Google Patents

Vorrichtung zur Höhenregulierung einer Verschalung für Betonplatten Download PDF

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Publication number
EP2594693B1
EP2594693B1 EP20110306509 EP11306509A EP2594693B1 EP 2594693 B1 EP2594693 B1 EP 2594693B1 EP 20110306509 EP20110306509 EP 20110306509 EP 11306509 A EP11306509 A EP 11306509A EP 2594693 B1 EP2594693 B1 EP 2594693B1
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Prior art keywords
fact
support
plate
horizontal
formwork
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EP20110306509
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English (en)
French (fr)
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EP2594693A1 (de
Inventor
Arnaud De Rivas
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SIFLOOR
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SIFLOOR
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Priority to PT11306509T priority Critical patent/PT2594693E/pt
Priority to EP20110306509 priority patent/EP2594693B1/de
Priority to ES11306509.8T priority patent/ES2527847T3/es
Priority to PCT/FR2012/052617 priority patent/WO2013072619A1/fr
Publication of EP2594693A1 publication Critical patent/EP2594693A1/de
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Publication of EP2594693B1 publication Critical patent/EP2594693B1/de
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    • 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
    • E01C11/00—Details of pavings
    • E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/14—Dowel assembly ; Design or construction of reinforcements in the area of joints
    • 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
    • E01C11/00—Details of pavings
    • E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/08—Packing of metal

Definitions

  • the invention relates to the technical sector of construction and in particular that relating to the ground cover by concrete slabs which may include expansion joints between the slabs.
  • Formwork devices for concrete slabs are known per se and are manufactured by many manufacturers. These devices are generally arranged with "L" profiled plates arranged in opposition, their wings coming side by side, and being joined by means of specific connection means. These plates have on their base alternating shapes in cutouts and horizontal projections in a complementary configuration to fit and allow embedding identical shapes disposed on each of the flat portions of the aforementioned plates.
  • These plates are also arranged in known manner with rods arranged from the horizontal bases of the plates and from their vertical walls by constituting means for setting the concrete.
  • These plates are interconnected by bolting means and can be spaced horizontally from each other to take into account the shrinkage of concrete in the solidification phase and external temperature variations.
  • the space between the plates allows the positioning of expansion joints.
  • the patent EP 1 389 648 discloses a device implementing the use of transverse sleeves (17) penetrating into the concrete and also with lifting means (25) (26) attached to parts (14).
  • the design of this device does not allow any adjustment in inclination over long lengths.
  • patent EP 1 391 556 is a construction without any capacity for height adjustment depending on the thickness of the cast concrete layer.
  • the device for adjusting the height of a concrete slab formwork of the type comprising a first and a second horizontal profiled support base and arranged with a plurality of projecting shapes and cutouts likely to entangled by embedding, said support bases in their vertical part receiving rods constituting concrete plugs, the device being remarkable in that the first horizontal support base receives fixing the first pairs of brackets arranged and spaced having a vertical branch allowing the height-adjustable fixing of a vertical plate constituting a raising system, and in that said second support base is arranged with second pairs of brackets arranged in opposition of said first pairs of brackets being arranged fixed on said second base support, and in that said second pairs of brackets comprise a green branch this allows the fixing of a fixed vertical counterplate, and in that the plate is arranged along its length with oblong slots established over a part of its height, and in that the counterplate has openings for the integration of bolting means for adjusting and fixing the plate relative to the counterplate, and in that the pairs of
  • the formwork device for concrete slabs with expansion joints is referenced by (D). It comprises a large length two support bases (1) (2) profiled horizontal and each arranged with a plurality of projecting shapes (1a) (2a) and cutouts (1b) (2b) capable of entangling by embedding. These support bases are illustrated in particular in figures 1 and 2 . They receive in known manner rods (3) arranged obliquely and constants of concrete.
  • the first horizontal support base (1) receives on its apparent face a plurality of first pairs of brackets (4a) (4b) spaced along the length of the support base (1).
  • the brackets (4a) (4b) of the same pair are spaced apart from each other substantially.
  • the number of pairs of brackets (4a) (4b) depends on the length of the formwork. They are attached to the support base (1) by welding or otherwise. From their vertical branch, the pairs of brackets allow the attachment of a vertical plate (5) metal, made of sheet metal or otherwise.
  • Each square (4a) (4b) has an opening (4c) for the insertion of a bolting (6) and specify thereafter.
  • the vertical plate (5) is thus arranged with a plurality of oblong slots (5a), vertical, in number corresponding to the number of pairs of brackets (4a) (4b) above.
  • the upper part of the plate (5) is arranged to receive a means (7) for its enhancement as will be specified later.
  • the second support base (2) is also arranged for receiving second pairs of brackets (8a) (8b) intended to be in opposition to said first pairs of brackets (4a) (4b).
  • the second pair of brackets allows the attachment of a counter plate (9) vertical, metal, sheet metal for example.
  • the second pairs of brackets (8a) (8b) and the counterplate (9) are also arranged with circular openings (8c) (9a) for the passage and introduction of bolting means (6) and aforementioned locking.
  • brackets (4a) (4b) and, where appropriate, (8a) (8b) are interconnected at the top by a horizontal connecting arm (4d), the arm relative to the brackets (8a) (8b) being not represented. This allows a simplification of assembly and adjustment of the brackets.
  • the opening (4c) is then arranged on the corresponding arm (4d). It is the same for other pairs of brackets. These openings serve for the passage of bolting.
  • the plate (5) can be adjusted vertically in height relative to the counter plate (9) which is fixed.
  • the adjustment in height according to the needs is carried out by means of the various oblong slots (5a) which thus allow the passage of the bolting (6).
  • the length of the oblong slots thus defines the possible height of adjustment between the plate (5) and the counterplate (9).
  • the dimension of the plate (5) is therefore established relative to the height of the counterplate (9).
  • the plate (5) can be positioned at a constant horizontal height relative to the counter plate, or inclined at a slight angle which is allowed precisely by said lights.
  • this plate (5) has a horizontal support plane (5b) on which is arranged and fixed by any appropriate means a parallelepiped block (10) receiving on either side of its longitudinal plane of the rods ( 11) constituting concrete plugs, thus arranged to ensure a balancing.
  • the support plane (5b) is established on only a part of the width of the block (11) leaving free therefor a zone (11a) of support of the elevator means.
  • the elevation means in particular represented Figures 9 to 12 comprises a platform (12) horizontal can be fixed to the ground and can bear at one end (12a) on the horizontal support base (1).
  • This platform receives a vertical mast (13) capable of being arranged with a rack-and-pinion-like device (14) and allowing the raising or lowering of an arm (15) having at the end a bearing block (16) and lifting.
  • This arm is likely to be moved in height under the action of the crank in any manner known to those skilled in the art.
  • the bearing block (16) is able to come into lower contact with the base of the expansion joint receiver block (10).
  • the lifting means of the riser can be arranged internally with an endless chain or any other equivalent means that would be associated with the arm (15) receiving the support block (16).
  • the support arm (15) can also be arranged with another equivalent means to the block (16) to allow the raising of the riser.
  • the support platform (12) receives a receiving mat (13) which in its upper part comprises the control means (14) in elevation or lowering, according to the arrow F1 of the support arm (15) of the riser.
  • the arm (15) is arranged to allow a slight horizontal displacement forward or rear according to the arrow F2 by a means (17) of the screw type.
  • the front end of the support arm comprises a support plate (18) capable of bearing against the plate (5) and more specifically on the support plane (5b) associated with the riser.
  • an optimized implementation consists in providing an arrangement of the support arm (15) with a horizontal inner frame (15a) fixed position relative to the mast (13) having a U-shaped configuration.
  • a horizontal outer frame (15b) in U is disposed around the aforesaid inner frame being guided and maintained relative thereto, using connecting means (20) of any known type.
  • the outer frame has in its bottom portion of its U-profile a threaded opening for the passage of the actuating screw (17).
  • the mast portion has a bearing (13a) arranged with an internal bore for connection with the screw (17).
  • the outer frame (15b) has in its front part a horizontal projecting platform (15c) on which is disposed a parallelepiped block forming a batten (21) arranged perpendicular to the longitudinal axis of the frame.
  • the width of this cleat is less than the width of the platform so as to reveal a portion (15d) overflowing which will be likely to bear on the portion (5b) associated with the riser.
  • the block (21) is mounted with an angular pivoting capacity of a few degrees by a connecting means (15.e) integral with the platform (15c). This allows an orientation of said block which abuts against the plate (5), and thus improves the rigidity of the entire device once mounted and avoid any wave deformation effect over long lengths.
  • FIG. 16 to 18 illustrate the implementation of a complementary means ensuring the stabilization of the device in case of concrete thrust effect.
  • This means (22) is constituted for each set of support bases (1) (2) by a stabilization plate disposed transversely relative to the device.
  • These plates stabilization (22) of great length overflow on both sides support bases (1) and (2). They comprise at the ends a circular opening (22.1) for the positioning of a fastening nail, not shown, then an oblong slot (22.2) of rectangular configuration capable of receiving in position a clamping flange (23) which is held in relation to to said plate by a fixing means (24), through a light (23.1).
  • the clamps (23) are in position on the support bases to ensure their holding and positioning. This makes it possible to absorb the thrust forces due to poured concrete.
  • the device is simple to implement.
  • the amplitude of elevation of the plate (5) relative to the counterplate (9) can be several centimeters, which thus gives wide possibilities of using the device for varying thicknesses of concrete slabs.

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

Claims (6)

  1. Einstellsystem Verschalung aus Betonplatten in der Höhe, umfassend eine Verschalung aus Betonplatten ein Hebemittel für diese Verschalung, wobei die genannte Verschalung eine erste (1) und eine zweite (2) horizontale, profilierte und angeordnete Stützbasis umfasst, die eine Vielzahl von hervorstehenden Formen (1a - 2a) und Ausschnitten (1b - 2b) aufweiset, die geeignet sind, sich per Einbau zu verkeilen, wobei die genannten Stützbasen in ihrem vertikalen Teil Griffe des Betons bildende Stifte (11) aufnehmen, wobei die Verschalung dadurch gekennzeichnet ist, dass die horizontale erste Stützbasis (1) erste angeordnete und beabstandete Winkelpaare (4a) (4b) zur Befestigung aufnimmt, die einen vertikalen Zweig für die in der Höhe verstellbare Befestigung einer ein Erhöhungssystem bildenden vertikalen Platte (5) aufweist, und dass die genannte zweite Stützbasis (2) mit zweiten Winkelpaaren (8a) (8b) angeordnet ist, die gegenüber den genannten ersten Winkelpaaren (4a - 4b) angeordnet sind, welche fest auf der genannten zweiten Trägerbasis angeordnet sind, und dass die genannten zweiten Winkelpaare einen vertikalen Zweig für die Befestigung einer vertikalen Gegenplatte (9) in fester Position umfassen und dass die Platte (5) auf ihrer Länge mit länglichen Öffnungen (5a) angeordnet ist, die auf einem Teil ihrer Höhe angeordnet sind, und dass die Gegenplatte (9) Durchbrüche (9a) für den Einbau eines Mittels (6) in Form einer Verschraubung aufweist, die die Einstellung und die Befestigung der Platte im Verhältnis zur Gegenplatte aufweist, und dass die Winkelpaare (4a) (4b) und (8a) (8b) mit Durchbrüchen (4c) (8c) für den Durchgang der Verbindungs- und Einstellmittel in der Position (6) angeordnet sind und dass die Trägergasen (1) und (2) schräg gebildete Stifte (3) zusammenfassen, die Griffe aus Beton bilden, und dass die genannte Platte (5) in ihrem oberen Teil eine horizontale Stützebene (5b), die einen Griffe aus Beton aufnehmenden Block (10) aufnimmt, aufweist, und dass die genannte Aufstützebene auf einem Teil der Breite des genannten Blocks angeordnet ist, indem sie einen Stützbereich (10a) für das genannte Hebemittel frei lässt, und dass die horizontale Stützebene (5b) der Platte für die Positionierung des genannten Klebemittels vorgesehen ist, wobei sie dadurch gekennzeichnet ist, dass sie eine Stützplattform (12) auf der Basis oder den Basen der genannten Platte und einen Aufnahmemast (13) eines Steuermittels (14) in der Höhe oder Absenkung eines Trägerarms (15), der geeignet ist, mit dem am der Platte angeordneten Block zusammenzuwirken, umfasst.
  2. System gemäß Anspruch 1, dadurch gekennzeichnet, dass die Winkel (4a) (4b), (8a) (8b) untereinander im oberen Teil durch einen horizontalen Verbindungsarm verbunden sind, der eine öffnung für die Positionierung des Verschraubungsmittels aufweist.
  3. System gemäß Anspruch 1, dadurch gekennzeichnet, dass die Stützplattform (12) einen Aufnahmemast (13) aufnimmt, der in seinem oberen Teil das Steuermittel (14) in der Höhe oder der Absenkung des Trägerarms (15) des Aufsatzes umfasst und dass der Arm (15) angeordnet ist, um eine leichte Verschiebung nach vorne oder nach hinten durch ein Mittel (17) vom Typ mit Schraube zu erlauben und dass das vordere Ende des Trägerarms eine Stützplatte (18) umfasst, die gegen die Platte (5) und ganz speziell auf der dem Aufsatz zugeordneten Stützplatte (5b) zum Aufstützen kommen kann.
  4. System gemäß Anspruch 1 bis 3, dadurch gekennzeichnet, dass der Trägerarm (15) mit einem inneren horizontalen Rahmen (15a) in fester Position im Verhältnis zum Mast (13) angeordnet ist, indem er eine Konfiguration in U-Form hat, und mit einem äußeren horizontalen Rahmen (15b) in U-Form um den vorgenannten inneren Rahmen angeordnet ist und dabei im Verhältnis zu diesem mithilfe von Verbindungsmitteln (20) von jedem bekannten Typ geführt und gehalten ist, und dass der äußere Rahmen in seinem Bodenteil seines Profils in U-Form eine Öffnung mit Gewinde aufweist, die den Durchgang der Steuerschraube (17) zulässt, und dass der Mastteil eine Tragweite (13a) aufweist, die mit einer inneren Bohrung versehen ist, die die Verbindung mit der Schraube (17) ermöglicht, und dass der äußere Rahmen (15b) in seinem vorderen Teil eine horizontale überstehende Plattform (15c) aufweist, auf der ein quaderförmiger Block angeordnet ist, der eine im Verhältnis zur Längsachse des Rahmens lotrechte Leiste (21) bildet und dass die Breite dieser Leiste derart kleiner ist als die Breite der Plattform, dass ein überstehender Teil (15d) frei gelassen wird, der geeignet ist, auf den dem Aufsatz zugeordneten Teil (5b) zum Aufstützen zu kommen.
  5. System gemäß Anspruch 4, dadurch gekennzeichnet, dass der Block (21) mit einer winkelförmigen Schwenkkapazität von einigen Grad durch ein mit der Plattform (15c) fest verbundenes Verbindungsmittel (22) montiert ist, das eine Ausrichtung des genannten Blocks ermöglicht, der gegen die Platte (5) zum Aufliegen kommt.
  6. System gemäß Anspruch 1, dadurch gekennzeichnet, dass es ein komplementäres Mittel umfaßt, das die Stabilisierung der Vorrichtung für den Fall einer Schubwirkung des Betons garantiert, wobei dieses Mittel (22) für jede Struktur aus Stützbasen (1) (2) durch eine Stabilisierungsplatte gebildet ist, die transversal im Verhältnis zur Vorrichtung angeordnet ist, und dass die Stabilisierungsplatten (22) großer Länge auf jeder Seite der Stützbasen (1) und (2) überstehen und an den Enden eine kreisförmige Öffnung (22.1) für die Positionierung eines Befestigungsnagels und dann eine längliche Öffnung (22.2) mit rechteckiger Konfiguration umfassen, die geeignet sind, in der Position einen Spannflansch (23) aufzunehmen, der im Verhältnis zu der genannten Platte durch ein Befestigungsmittel (24) durch eine Öffnung (23.1) gehalten zu werden, wobei die genannten Flansche (23) auf die Trägerbasen positioniert werden.
EP20110306509 2011-11-17 2011-11-17 Vorrichtung zur Höhenregulierung einer Verschalung für Betonplatten Active EP2594693B1 (de)

Priority Applications (4)

Application Number Priority Date Filing Date Title
PT11306509T PT2594693E (pt) 2011-11-17 2011-11-17 Dispositivo de regulação da altura de uma cofragem para lajes de betão
EP20110306509 EP2594693B1 (de) 2011-11-17 2011-11-17 Vorrichtung zur Höhenregulierung einer Verschalung für Betonplatten
ES11306509.8T ES2527847T3 (es) 2011-11-17 2011-11-17 Dispositivo para el ajuste de la altura de un encofrado para losas de hormigón
PCT/FR2012/052617 WO2013072619A1 (fr) 2011-11-17 2012-11-14 Coffrage de dalles de beton

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP20110306509 EP2594693B1 (de) 2011-11-17 2011-11-17 Vorrichtung zur Höhenregulierung einer Verschalung für Betonplatten

Publications (2)

Publication Number Publication Date
EP2594693A1 EP2594693A1 (de) 2013-05-22
EP2594693B1 true EP2594693B1 (de) 2014-10-29

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EP20110306509 Active EP2594693B1 (de) 2011-11-17 2011-11-17 Vorrichtung zur Höhenregulierung einer Verschalung für Betonplatten

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EP (1) EP2594693B1 (de)
ES (1) ES2527847T3 (de)
PT (1) PT2594693E (de)
WO (1) WO2013072619A1 (de)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB201120321D0 (en) * 2011-11-24 2012-01-04 Spurrrell Shaun Apparatus
FR3025540B1 (fr) * 2014-09-05 2017-11-03 Sifloor Joint de dilatation pour systeme de coffrage de dalles beton, et systeme de coffrage comprenant un tel joint de dilatation.
FR3029949B1 (fr) * 2014-12-12 2016-12-09 Sifloor Dispositif de jointure et d'arret de coulage de parties d'angles adjacentes d'au moins deux dalles de beton
US10077551B2 (en) * 2015-10-05 2018-09-18 Illinois Tool Works Inc. Joint edge assembly and method for forming joint in offset position
FR3133626B1 (fr) 2022-03-15 2024-03-29 Lynks Joint de dilatation entre deux dalles de béton adapté au passage de véhicules à guidage automatique

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ATE352672T1 (de) 2002-08-16 2007-02-15 Permaban Ltd Betonbodenplatte
EP1391556A1 (de) 2002-08-21 2004-02-25 Plakabeton Coffratec S.C.A. Vorrichtung zum Bestücken von Dehnungsfugen, insbesondere Dehnungsfugen zwischen Betonplatten
DE202009000007U1 (de) 2009-01-07 2009-03-12 Hammes, Herbert Profilelement einer verlorenen Schalung und verlorene Schalung mit einem solchen Profilelement

Also Published As

Publication number Publication date
WO2013072619A1 (fr) 2013-05-23
ES2527847T3 (es) 2015-01-30
EP2594693A1 (de) 2013-05-22
PT2594693E (pt) 2015-02-06

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