ES2527847T3 - Device for adjusting the height of a formwork for concrete slabs - Google Patents

Device for adjusting the height of a formwork for concrete slabs Download PDF

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Publication number
ES2527847T3
ES2527847T3 ES11306509.8T ES11306509T ES2527847T3 ES 2527847 T3 ES2527847 T3 ES 2527847T3 ES 11306509 T ES11306509 T ES 11306509T ES 2527847 T3 ES2527847 T3 ES 2527847T3
Authority
ES
Spain
Prior art keywords
plate
support
pairs
formwork
concrete
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.)
Active
Application number
ES11306509.8T
Other languages
Spanish (es)
Inventor
Arnaud De Rivas
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.)
SIFLOOR
Original Assignee
SIFLOOR
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 SIFLOOR filed Critical SIFLOOR
Application granted granted Critical
Publication of ES2527847T3 publication Critical patent/ES2527847T3/en
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

Landscapes

  • 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)

Abstract

Sistema de ajuste de la altura de un encofrado de losas de hormigón, que comprende un encofrado de losas de hormigón y un medio elevador para este encofrado, dicho encofrado comprendiendo una primera (1) y una segunda (2) base de soporte horizontal perfilada y dispuesta presentando una pluralidad de formas en voladizo (1a, 2a) y de recortes (1b, 2b) que pueden entrelazarse por encaje, dichas bases de soporte en su parte vertical recibiendo varillas (11) que constituyen las tomas de hormigón, el dispositivo estando caracterizado por que la primera base de soporte (1) horizontal recibe en fijación primeros pares de escuadras (4a) (4b) dispuestos y separados que presentan una rama vertical para la fijación que se puede ajustar en altura de una placa (5) vertical constitutiva de un sistema de dispositivo de elevación y por que dicha segunda base de soporte (2) está dispuesta con segundos pares de escuadras (8a) (8b) dispuestos en oposición a dichos primeros pares de escuadras (4a) (4b) que están dispuestos fijos sobre dicha segunda base de soporte y por que dichos segundos pares de escuadras comprenden una rama vertical para la fijación de una contra placa (9) vertical de posición fija, y por que la placa (5) está provista sobre su longitud de lumbreras ovaladas (5a) establecidas sobre una parte de su altura y por que la contra placa (9) presenta aberturas (9a) para la integración de un medio (6) bajo la forma de espárragos que permiten el ajuste y la fijación de la placa con relación a la contra placa y por que los pares de escuadras (4a) (4b) y (8a) (8b) están dispuestos con aberturas (4c) (8c) para el paso de medios de unión y de ajuste en posición (6) y por que las bases de soporte (1) y (2) reagrupan varillas (3) constituidas oblicuas y que constituyen las tomas del hormigón y por que dicha placa (5) presenta en su parte superior un plano de apoyo (5b) horizontal que recibe un bloque (10) que recibe las tomas de hormigón y por que dicho plano de apoyo está establecido sobre una parte del ancho de dicho bloque dejando libre una zona de apoyo (10a) para dicho medio elevador y por que el plano de apoyo (5b) horizontal de la placa está previsto para la colocación de dicho medio elevador estando caracterizado por que comprende una plataforma (12) de apoyo sobre la o las bases de dicha placa y un mástil receptor (13) de un medio de mando (14) de elevación o descenso de un brazo de soporte (15) que puede cooperar con el bloque dispuesto al final de la placa.Height adjustment system of a concrete slab formwork, comprising a concrete slab formwork and a lifting means for this formwork, said formwork comprising a first (1) and a second (2) profiled horizontal support base and arranged presenting a plurality of cantilever shapes (1a, 2a) and cutouts (1b, 2b) that can be interlaced by fitting, said support bases in their vertical part receiving rods (11) that constitute the concrete sockets, the device being characterized in that the first horizontal support base (1) receives in fixation first pairs of squares (4a) (4b) arranged and separated that have a vertical branch for fixing that can be adjusted in height of a constitutive vertical plate (5) of a lifting device system and by which said second support base (2) is arranged with second pairs of brackets (8a) (8b) arranged in opposition to said first pairs of brackets (4a) (4b) which are fixedly arranged on said second support base and by which said second pairs of squares comprise a vertical branch for fixing a fixed counter vertical plate (9), and by which the plate (5) is provided on its length of oval ports (5a) established on a part of its height and why the counter plate (9) has openings (9a) for the integration of a means (6) in the form of studs that allow adjustment and fixing of the plate in relation to the counter plate and why the pairs of squares (4a) (4b) and (8a) (8b) are arranged with openings (4c) (8c) for the passage of joining and adjustment means in position (6) and why the support bases (1) and (2) regroup rods (3) constituted obliquely and that constitute the concrete sockets and why said plate (5) has a support plane in its upper part (5b) horizontal that receives a block (10) that receives the concrete sockets and why said plane d The support is established on a part of the width of said block leaving a support area (10a) free for said lifting means and by which the horizontal support plane (5b) of the plate is provided for the placement of said lifting means being characterized by comprising a support platform (12) on the base or bases of said plate and a receiving mast (13) of a control means (14) for raising or lowering a support arm (15) that can cooperate with the block arranged at the end of the plate.

Description

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Claims (1)

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ES11306509.8T 2011-11-17 2011-11-17 Device for adjusting the height of a formwork for concrete slabs Active ES2527847T3 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP20110306509 EP2594693B1 (en) 2011-11-17 2011-11-17 Device for adjusting the height of a formwork for concrete slabs

Publications (1)

Publication Number Publication Date
ES2527847T3 true ES2527847T3 (en) 2015-01-30

Family

ID=47297314

Family Applications (1)

Application Number Title Priority Date Filing Date
ES11306509.8T Active ES2527847T3 (en) 2011-11-17 2011-11-17 Device for adjusting the height of a formwork for concrete slabs

Country Status (4)

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

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 (en) 2014-09-05 2017-11-03 Sifloor EXPANSION JOINT FOR A CONCRETE SLAB FORMWORK SYSTEM, AND FORMWORK SYSTEM COMPRISING SUCH AN EXPANSION JOINT.
FR3029949B1 (en) * 2014-12-12 2016-12-09 Sifloor DEVICE FOR JOINING AND STOPPING THE CASTING OF ADJACENT ANGLE PARTS OF AT LEAST TWO CONCRETE SLABS
US10077551B2 (en) * 2015-10-05 2018-09-18 Illinois Tool Works Inc. Joint edge assembly and method for forming joint in offset position
FR3133626B1 (en) 2022-03-15 2024-03-29 Lynks Expansion joint between two concrete slabs suitable for the passage of automatically guided vehicles

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1783277A1 (en) 2002-08-16 2007-05-09 Permaban Limited Concrete floor slab
EP1391556A1 (en) 2002-08-21 2004-02-25 Plakabeton Coffratec S.C.A. Device for equipping dilatation joints, especially dilatation joints between concrete slabs
DE202009000007U1 (en) 2009-01-07 2009-03-12 Hammes, Herbert Profile element of a lost formwork and lost formwork with such a profile element

Also Published As

Publication number Publication date
PT2594693E (en) 2015-02-06
WO2013072619A1 (en) 2013-05-23
EP2594693B1 (en) 2014-10-29
EP2594693A1 (en) 2013-05-22

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