EP2995750B1 - Plancher provisoire et amovible pour la realisation de dalles de beton - Google Patents

Plancher provisoire et amovible pour la realisation de dalles de beton Download PDF

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Publication number
EP2995750B1
EP2995750B1 EP15172034.9A EP15172034A EP2995750B1 EP 2995750 B1 EP2995750 B1 EP 2995750B1 EP 15172034 A EP15172034 A EP 15172034A EP 2995750 B1 EP2995750 B1 EP 2995750B1
Authority
EP
European Patent Office
Prior art keywords
floor
formwork
attachment
beams
primary
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
EP15172034.9A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP2995750A1 (fr
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.)
Harsco Infrastructure France SAS
Original Assignee
Harsco Infrastructure 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.)
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Publication date
Application filed by Harsco Infrastructure France SAS filed Critical Harsco Infrastructure France SAS
Priority to PL15172034T priority Critical patent/PL2995750T3/pl
Publication of EP2995750A1 publication Critical patent/EP2995750A1/fr
Application granted granted Critical
Publication of EP2995750B1 publication Critical patent/EP2995750B1/fr
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Anticipated expiration legal-status Critical

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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
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/32—Safety or protective measures for persons during the construction of buildings
    • E04G21/3204—Safety or protective measures for persons during the construction of buildings against falling down
    • 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
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • E04G11/50—Girders, beams, or the like as supporting members for forms
    • 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
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • E04G11/50—Girders, beams, or the like as supporting members for forms
    • E04G11/52—Girders, beams, or the like as supporting members for forms of several units arranged one after another

Definitions

  • the present invention relates to the field of the realization of concrete slabs poured on site, made by means of a temporary formwork frame.
  • a formwork frame is generally made using parallel longitudinal formwork beams, assembled with transverse secondary formwork beams on which formwork sheets are positioned to define a flat concrete receiving surface.
  • the invention relates more particularly to the replacement of the secondary formwork beams currently individual, or assembled but with uncontrolled positioning, by a temporary and removable floor guaranteeing the recovery of loads and systematically ensuring the concept, the safety of people working on the construction site.
  • the invention relates more particularly to a temporary and removable floor providing easy implementation and ensuring the creation of a still secure, which controls the open spaces to prevent falls from height and reduce the hardness of work.
  • a formwork for the production of concrete slabs usually comprises primary formwork beams extending in a main direction, between which formwork secondary beams extend, the assembly thus produced receiving one or more flat plates.
  • formwork typically made of plywood, suitable for receiving concrete.
  • the opposite ends of the floor are provided with attachment structures, which are received in a longitudinal groove of the adjacent primary formwork beams.
  • the object of the present invention is therefore to overcome the disadvantages of the prior art, by providing a new temporary and removable floor for the realization of concrete slabs, this floor then advantageously replacing secondary beams formwork.
  • the invention consists mainly in providing removable floors or floorboards, suspended on the primary beams at one of their edges, so that before assembly, they remain oriented substantially vertically below the floor. the effect of gravity, and whose positioning in operational mode to form the formwork support assembly requires the fastening of the plates together. In doing so, the distance separating two consecutive floors is defined and limited by the length of the attachment means, which can be reduced by construction so as to guarantee the safety conditions.
  • the floors of the prior art are capable of being positioned in the operating mode individually, that is to say they are placed horizontally on the primary beams by four points of support, and maintained at this level in the absence of any other external element, this is not the case of the floors of the invention. Indeed, in order to be in operational mode, they require cooperation with an adjacent floor. They are positioned on the primary beams with two points of support, the other two points of support being made on the adjacent floor. In doing so, the resulting security for users is conceived because there is no risk of space separating two consecutive floors, and at least the reduction of such spaces.
  • the floor according to the invention is much easier and less dangerous to hang than that of the prior art, and only its pivoting in a horizontal position requires the use of a handling tool. Its implementation advantageously requires only one person.
  • each floor is further assembled with the subsequent floor by means of attachment. This creates an interdependence that avoids the accidental unhooking of a floor, as well as a dimensional continuity between successive floors for greater safety and greater working comfort of the workers circulating between the primary formwork beams. This interdependence ensures security in an intuitive and systematic way.
  • the attachment means of the floor allow play on the distance between two successive floors, which allows to adapt the length of all successive floors to the length to be equipped.
  • the floor has no cross member, but its bearing surface is secured to two parts, substantially in the vicinity of its side edges.
  • Each of these two parts incorporates the attachment means and the complementary attachment means, as well as the suspension and holding structure.
  • the invention relates to a floor (1) temporary and removable to be implemented within a formwork for the realization of slabs (2) of concrete.
  • such a formwork comprises a plurality of formwork framing beams, namely parallel formwork primary beams (3) and at least one formwork starting beam (4) extending transversely between each pair of primary beams (3). ), thus constituting a support assembly receiving at least one formwork plate (5).
  • the primary beams (3) formwork each have a central portion (6) for supporting the formwork plates (5), and two grooves or grooves (7) longitudinal, for receiving means for fastening the plates.
  • Each longitudinal groove (7) has a bottom zone (8) bordered by a protruding flange (9).
  • the plate (1) is intended to at least partially fill the empty space, generally of rectangular shape, separating the primary beams (3). It comprises a bearing surface (10), generally of rectangular shape, designed to support the weight of the formwork and concrete and several people, and intended to prevent the accidental fall of a person traveling on the surfaces being assembled.
  • the carrier surface (10) weighs about 12 kg for a length of 160 centimeters, and can withstand a load greater than 700 kg.
  • the carrier surface (10) preferably has a width of about 40 to 50 centimeters, and can be provided with a length of about 90, 120, 160 or 180 centimeters, which provides a modular character to the floor (1) according to the invention. invention and makes it suitable for most construction sites.
  • front face (11) and rear face (12) of the floor (1) respectively the face (11) of the floor (1) directed away from the person (13) manipulating the floor (1) when it is placed between two primary beams (3), and the face (12) of the floor (1) directed towards this person (13) and the closest to it.
  • the front is the direction in which is set up a floor (1).
  • the floor (1) comprises a cross member (14) provided at its rear longitudinal edge (15) to cooperate at its opposite ends (16, 17) with the primary beams (3) shuttering.
  • the floor (1) of the invention When placing the floor (1) of the invention between two primary beams (3), the floor (1) is first lifted vertically until its cross member (14) is at the level of the primary beams (3) (see figure 3 ).
  • the cross member (14) comprises a suspension and holding structure (18, 19), hereinafter referred to as "roller”, capable of engaging and pivoting in the groove (7) of adjacent primary beams (3).
  • such a floor (1) has a height defined by its suspension and holding structure (18, 19) which is smaller than the distance separating the floor. plane defined by the lower surface of the shuttering plates (5) and the plane defined by the upper surface of the flanges (9) projecting from the longitudinal grooves (7). In this way, each end of the cross member (14) can penetrate inside, or be retracted from the groove (7). It is also possible to remove each floor (1), typically 24 hours after pouring the concrete slab above the form plates (5). In this way, the floor (1) can be reused, especially during the complete drying of the slab (2) of concrete.
  • the floor (1) of the invention is suspended between the two adjacent primary beams (3), and remains substantially vertical.
  • each suspension and holding structure (18, 19) may comprise a groove (20) adapted to receive the flange (9) projecting from a primary beam (3), as shown in FIG. figure 6 . It may also comprise a holding and pivoting roller (21, 22) at its free end, adapted to be received in the groove (7) of a primary beam (3).
  • the holding and pivoting rollers (21, 22) can be made of steel and attached to the free ends of each of the suspension and retaining structures (18, 19). We have shown in relation to the figure 9 the positioning of such a roller at the groove (7) of a primary beam (3).
  • the floor (1) of the invention is pivoted at the opposite ends (16, 17) of its cross member (14) from its vertical position to a horizontal position (see figure 4 ).
  • each suspension and holding structure (18, 19) preferably has a rounded angle (23) adapted to facilitate the rotation of the floor (1) during its tilting 90 degrees.
  • the floor (1) of the invention is pushed in sliding to be hung in a horizontal position to an element in front of him (see figure 5 ), whether it is another adjacent floor (1) or a formwork start beam (4) placed on primary formwork beams (3).
  • the floor (1) comprises fastening elements (24, 25), as represented on the Figures 1 and 2 , allowing to assemble it with another floor (1) adjacent or with a starting beam (4) in the case where it is the first floor (1) to be mounted between two primary beams (3) formwork.
  • the floor (1) comprises first hooking means (24) formed at the crossbar (14), and second complementary hooking means (25) formed at the front longitudinal edge (26) of the floor (1) to engage with the fastening means (24) of an adjacent floor (1), to form a set of successive floors (1) extending between the primary beams (3) formwork.
  • the attachment means (24) are female means (27) formed on the rear face (12) of the floor (1), while the complementary attachment means (25) are ) are male means (28) formed on the front face (11) of the floor, which avoids having fastening elements (24, 25) projecting at the visible edge (15) of the last floor (1) set up within a set of successive floors (1).
  • the attachment means (24, 27) may be made of steel and attached to the end (12, 15) of the floor (1).
  • the male means (28) for hooking preferably comprise rods (29) terminated by a hook (30), while the female means (27) for hooking are in the form of a cutout (31) or through-light , able to allow the hooks (30) of the adjacent floor to penetrate through its opening and to retain them in horizontal and vertical translation by its edges once the floor (1) in place. Retained both by its hooks (30) and its suspension and holding structures (18, 19), a floor (1) is not likely to fall off accidentally.
  • the attachment means (28, 29) can be made of steel and reported at the ends of each of the structures of the floor (1).
  • the rods (29) of the male means (28) for hooking have a length capable of allowing play on the distance between two successive floors (1). It is thus possible to adapt the overall length of a set of successive floors (1) to the length of the primary beams (3) formwork without leaving gaps between them, which could represent a danger to them. people setting up formwork plates (5).
  • the male and female hooking means (24, 25) of the invention allow a set of adjustment of about 0 to 6 centimeters.
  • the floor (1) according to the invention preferably comprises at least two attachment means (24) and two complementary attachment means (25).
  • the floor (1) is thus supported at at least four points.
  • the floor (1) of the invention can be detached from the primary beams (3) from below. This operation is performed by first unhooking the hooking elements (24, 25) connecting it to the floor (1) above, for example by slightly lifting its front longitudinal edge (26) so as to disengage its hooks (30) from cuts (31) of the floor (1) above, then pulling the floor (1) in a horizontal direction away from the floor (1) above. Once the latching elements (24, 25) disengaged, the floor (1) can then tilt down to be arranged substantially vertically. A person can then grasp the floor (1) and disengage its suspension and holding structures (18, 19) from the groove (7) of the primary beams (3) to arrange for storage for future use.
  • a starting beam (4) is however necessary at the end of the primary beams (3) to allow attachment of the first floor (1) placed between these primary beams (3).
  • the rear face of the starting beam (4) may include the same attachment means (24) as those provided at the crossbar (14) of the floor (1).
  • the hooking means respectively (24, 25) and (28 - 31) can be made in one piece forged or molded, placed in banks or side edges of the floor, as can be observe it on the Figures 10 and 11 .
  • This single piece also receives a suspension and holding structure of the type described above in connection with the first embodiment of the invention.
  • This single piece (33) is secured, for example by welding on the crosspieces of the bearing surface, in the vicinity of the lateral edges of the floor.
  • the cutout or through-hole (31) constituting the female coupling means is made, not on the cross-member, but on the rear face (32) of one of the free ends of said part (33). ).

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)
EP15172034.9A 2014-09-11 2015-06-15 Plancher provisoire et amovible pour la realisation de dalles de beton Active EP2995750B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL15172034T PL2995750T3 (pl) 2014-09-11 2015-06-15 Strop prowizoryczny i demontowalny do wykonywania płyt betonowych

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR1458514A FR3025819B1 (fr) 2014-09-11 2014-09-11 Plancher provisoire et amovible pour la realisation de dalles de beton

Publications (2)

Publication Number Publication Date
EP2995750A1 EP2995750A1 (fr) 2016-03-16
EP2995750B1 true EP2995750B1 (fr) 2017-01-25

Family

ID=51897306

Family Applications (1)

Application Number Title Priority Date Filing Date
EP15172034.9A Active EP2995750B1 (fr) 2014-09-11 2015-06-15 Plancher provisoire et amovible pour la realisation de dalles de beton

Country Status (4)

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

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 (zh) * 2018-12-28 2023-10-20 云南建投第二建设有限公司 一种用于装配式建筑主次梁节点支撑、定位、模板装置

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
PT1375781E (pt) * 2001-04-03 2009-05-19 Ulma C Y E S Coop Sistema de cofragem de lajes
DE102011057121B4 (de) * 2011-12-29 2013-11-14 Friedr. Ischebeck Gmbh Paneel für eine System-Deckenschalung und System-Deckenschalung
EP2679744A1 (de) * 2012-06-29 2014-01-01 Hofin GmbH Betonierungs-Deckenschalung

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
FR3025819A1 (fr) 2016-03-18
ES2615433T3 (es) 2017-06-06
EP2995750A1 (fr) 2016-03-16
PL2995750T3 (pl) 2017-04-28
FR3025819B1 (fr) 2016-11-04

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