EP2594693A1 - Vorrichtung zur Höhenregulierung einer Verschalung für Betonplatten - Google Patents

Vorrichtung zur Höhenregulierung einer Verschalung für Betonplatten Download PDF

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Publication number
EP2594693A1
EP2594693A1 EP11306509.8A EP11306509A EP2594693A1 EP 2594693 A1 EP2594693 A1 EP 2594693A1 EP 11306509 A EP11306509 A EP 11306509A EP 2594693 A1 EP2594693 A1 EP 2594693A1
Authority
EP
European Patent Office
Prior art keywords
support
plate
brackets
horizontal
pairs
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
EP11306509.8A
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English (en)
French (fr)
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EP2594693B1 (de
Inventor
Arnaud De Rivas
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SIFLOOR
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SIFLOOR
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Publication date
Application filed by SIFLOOR filed Critical SIFLOOR
Priority to ES11306509.8T priority Critical patent/ES2527847T3/es
Priority to PT11306509T priority patent/PT2594693E/pt
Priority to EP20110306509 priority patent/EP2594693B1/de
Priority to PCT/FR2012/052617 priority patent/WO2013072619A1/fr
Publication of EP2594693A1 publication Critical patent/EP2594693A1/de
Application granted granted Critical
Publication of EP2594693B1 publication Critical patent/EP2594693B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • 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 formwork devices for known concrete slabs are established and designed to constitute standard modules of pre-established dimensions and in particular of vertical dimensions defined according to a height corresponding to a standardized pavement thickness. This implies for operators and installers to have a range of formwork devices of varying sizes. To the knowledge of the Applicant, this practice is generalized and does not seem to present specific constraints for operators. To the knowledge of the Applicant, no manufacturer of this type of equipment, although the technology is very old, has really considered this practice.
  • the Applicant was therefore interested in this problem and after many researches and tests, an original solution was implemented by the latter.
  • the solution is simple, practical, inexpensive to implement and allows a variation in height of the formwork device over a substantial distance of several centimeters taking into account possible variations in thickness of the concrete slabs depending on the needs of the construction .
  • the device for adjusting the height of a concrete slab formwork of the type comprising a first and a second shaped horizontal support base and arranged with a plurality of projecting shapes and cutouts.
  • the said support bases receiving rods constituting concrete plugs, the device being remarkable in that the first horizontal support base receives the first pairs of brackets arranged and spaced apart 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 squares by their worm branch make it possible to fix a vertical counterplate with a fixed position, and in that the plate is arranged along its length with oblong slots set over 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 counter
  • said plate has in its upper part a horizontal support plane receiving a receiving block receiving concrete plugs, and in that said support plane is established on part of the width of said block leaving free a support zone of a lifting means, and in that the raising of the plate is effected by a lifting means comprising a support platform on the base or bases of said plate and a receiving mast d control means in elevation or lowering of a support arm capable of cooperating with the block disposed at the end of the plate.
  • 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 in inclination according to a slight angulation which is authorized 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 for it 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)
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
ES11306509.8T ES2527847T3 (es) 2011-11-17 2011-11-17 Dispositivo para el ajuste de la altura de un encofrado para losas de hormigón
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
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 true EP2594693A1 (de) 2013-05-22
EP2594693B1 EP2594693B1 (de) 2014-10-29

Family

ID=47297314

Family Applications (1)

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

Country Status (4)

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

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2785918A1 (de) * 2011-11-24 2014-10-08 Shaun Spurrell Vorrichtung zur herstellung einer kante eines betonbodens

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1389648A1 (de) 2002-08-16 2004-02-18 Permaban Products Limited 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

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1389648A1 (de) 2002-08-16 2004-02-18 Permaban Products Limited 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

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2785918A1 (de) * 2011-11-24 2014-10-08 Shaun Spurrell Vorrichtung zur herstellung einer kante eines betonbodens

Also Published As

Publication number Publication date
EP2594693B1 (de) 2014-10-29
PT2594693E (pt) 2015-02-06
ES2527847T3 (es) 2015-01-30
WO2013072619A1 (fr) 2013-05-23

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