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ES2615433T3 - Temporary and removable floor for the realization of concrete slabs - Google Patents

Temporary and removable floor for the realization of concrete slabs Download PDF

Info

Publication number
ES2615433T3
ES2615433T3 ES15172034.9T ES15172034T ES2615433T3 ES 2615433 T3 ES2615433 T3 ES 2615433T3 ES 15172034 T ES15172034 T ES 15172034T ES 2615433 T3 ES2615433 T3 ES 2615433T3
Authority
ES
Spain
Prior art keywords
formwork
beams
floor
primary
longitudinal
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
ES15172034.9T
Other languages
Spanish (es)
Inventor
Laurent BIAGINI
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.)
Brand France SAS
Original Assignee
Brand France SAS
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 Brand France SAS filed Critical Brand France SAS
Application granted granted Critical
Publication of ES2615433T3 publication Critical patent/ES2615433T3/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/32Safety or protective measures for persons during the construction of buildings
    • E04G21/3204Safety or protective measures for persons during the construction of buildings against falling down
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36Forms, 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
    • E04G11/48Supporting structures for shutterings or frames for floors or roofs
    • E04G11/50Girders, beams, or the like as supporting members for forms
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36Forms, 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
    • E04G11/48Supporting structures for shutterings or frames for floors or roofs
    • E04G11/50Girders, beams, or the like as supporting members for forms
    • E04G11/52Girders, beams, or the like as supporting members for forms of several units arranged one after another

Landscapes

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

Abstract

Piso (1) destinado a implementarse de manera provisional y amovible en el seno de un encofrado para la realización de una losa (2) de hormigón, comprendiendo dicho encofrado: * una pluralidad de vigas primarias (3) de encofrado paralelas que presentan, en cada uno de sus dos lados opuestos en frente, una ranura o garganta (7) longitudinal con una zona de fondo (8) bordeada por un reborde (9) saliente, y * una viga secundaria (4) de encofrado que se extiende transversalmente entre cada par de vigas primarias (3) de encofrado, que constituyen un conjunto soporte que recibe al menos una chapa de encofrado (5), piso (1) que es apto para rellenar al menos parcialmente el espacio que separa dichas vigas primarias (3) de encofrado, dicho piso (1), que presenta unos bordes laterales paralelos a las vigas primarias (3) y unos bordes longitudinales (15, 26) perpendiculares a dichas vigas (3), comprende los medios siguientes: * una superficie portante (10) apta para recibir la chapa de encofrado (5) y para asegurar la resistencia mecánica requerida en concreto en términos de peso; * una estructura de suspensión y de sostén (18, 19) apta para acoplarse y para pivotar en la ranura (7) de la que está provista cada una de las vigas primarias (3); caracterizado por que comprende: * unos medios de enganche (24) habilitados al nivel de uno (15) de los bordes longitudinales del piso; * unos medios de enganche (25) complementarios de los medios de enganche (24), habilitados al nivel del borde longitudinal (26) opuesto al borde longitudinal (15), y destinados a cooperar con los medios de enganche (24) de un piso (1) adyacente con el fin de formar un conjunto de los pisos (1) sucesivos que se prolongan entre las vigas primarias (3) de encofrado.Floor (1) intended to be implemented provisionally and removably within a formwork for the realization of a concrete slab (2), said formwork comprising: * a plurality of parallel formwork primary beams (3) presenting, in each of its two opposite sides in front, a longitudinal groove or throat (7) with a bottom area (8) bordered by an overhang (9), and * a secondary formwork beam (4) extending transversely between each pair of primary formwork beams (3), which constitute a support assembly that receives at least one formwork sheet (5), floor (1) that is suitable for at least partially filling the space separating said primary beams (3) of formwork, said floor (1), which has lateral edges parallel to the primary beams (3) and longitudinal edges (15, 26) perpendicular to said beams (3), comprises the following means: * a bearing surface (10 ) suitable for receiving the formwork sheet or (5) and to ensure the required mechanical strength in terms of weight; * a suspension and support structure (18, 19) suitable for coupling and pivoting in the groove (7) of which each of the primary beams (3) is provided; characterized in that it comprises: * hooking means (24) enabled at the level of one (15) of the longitudinal edges of the floor; * a coupling means (25) complementary to the coupling means (24), enabled at the level of the longitudinal edge (26) opposite the longitudinal edge (15), and intended to cooperate with the coupling means (24) of a floor (1) adjacent in order to form a set of successive floors (1) that extend between the primary formwork beams (3).

Description

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Claims (1)

imagen1image 1
ES15172034.9T 2014-09-11 2015-06-15 Temporary and removable floor for the realization of concrete slabs Active ES2615433T3 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR1458514A FR3025819B1 (en) 2014-09-11 2014-09-11 TEMPORARY AND REMOVABLE FLOOR FOR THE PRODUCTION OF CONCRETE SLABS
FR1458514 2014-09-11

Publications (1)

Publication Number Publication Date
ES2615433T3 true ES2615433T3 (en) 2017-06-06

Family

ID=51897306

Family Applications (1)

Application Number Title Priority Date Filing Date
ES15172034.9T Active ES2615433T3 (en) 2014-09-11 2015-06-15 Temporary and removable floor for the realization of concrete slabs

Country Status (4)

Country Link
EP (1) EP2995750B1 (en)
ES (1) ES2615433T3 (en)
FR (1) FR3025819B1 (en)
PL (1) PL2995750T3 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3231961A1 (en) * 2016-04-12 2017-10-18 ULMA C y E, S. COOP. Horizontal formwork system and safety method for installing formwork panels in a a horizontal formwork system
CN109518952B (en) * 2018-12-28 2023-10-20 云南建投第二建设有限公司 Be used for assembled building primary and secondary beam node to support, location, template device

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1375781B1 (en) * 2001-04-03 2009-04-01 ULMA C y E, S. COOP. Slab formwork system
DE102011057121B4 (en) * 2011-12-29 2013-11-14 Friedr. Ischebeck Gmbh Panel for a system slab formwork and system slab formwork
EP2679744A1 (en) * 2012-06-29 2014-01-01 Hofin GmbH Concreting ceiling board

Also Published As

Publication number Publication date
FR3025819B1 (en) 2016-11-04
FR3025819A1 (en) 2016-03-18
EP2995750A1 (en) 2016-03-16
EP2995750B1 (en) 2017-01-25
PL2995750T3 (en) 2017-04-28

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