EP1512803B1 - Einsteckbarer Formfüllkörper - Google Patents

Einsteckbarer Formfüllkörper Download PDF

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Publication number
EP1512803B1
EP1512803B1 EP04103549A EP04103549A EP1512803B1 EP 1512803 B1 EP1512803 B1 EP 1512803B1 EP 04103549 A EP04103549 A EP 04103549A EP 04103549 A EP04103549 A EP 04103549A EP 1512803 B1 EP1512803 B1 EP 1512803B1
Authority
EP
European Patent Office
Prior art keywords
formwork
interjoists
formwork according
fixing base
compartments
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.)
Expired - Lifetime
Application number
EP04103549A
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English (en)
French (fr)
Other versions
EP1512803A1 (de
Inventor
Jean-François Colson
Stéphane RENAUDIN
Patrick Le Duc
Pierre Experton
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Fimurex SAC
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Fimurex SAC
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Publication date
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17—Floor structures partly formed in situ
    • E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E04B5/26—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated with filling members between the beams
    • E04B5/261—Monolithic filling members
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17—Floor structures partly formed in situ
    • E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E04B5/26—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated with filling members between the beams
    • E04B5/268—End filling members to be placed between the floor and the wall, e.g. thermal breaks
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17—Floor structures partly formed in situ
    • E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E04B5/28—Cross-ribbed floors

Definitions

  • the invention relates to the field of the realization of reinforced concrete floors.
  • the framework of these floors is often composed of joists comprising a wire mesh, and formwork elements called interjoists, the whole being covered with a concrete site called compression table.
  • the invention is more particularly a thin-wall interjoists adaptable whatever the conditions of the site, and realizing the formwork of the floor in its entirety.
  • the thin-wall interjoists commonly used comprise a plurality of compartments, to reduce the volume of cast concrete, and therefore the weight of a floor made by this method.
  • GB 2 077 792 discloses a thin-walled interjoists having a plurality of compartments. It is directly deposited on the trusses with wire mesh.
  • such a device does not include any arrangement intended to facilitate, before pouring concrete, the fixing of ancillary elements such as false ceilings in particular. Therefore, it is then necessary to pierce the slab once cast, which on the one hand, weakens said slab and, on the other hand, requires relatively longer recovery operations.
  • the document FR 2,786,514 describes a thin-walled interjoists comprising a plurality of compartments, and provided with zones marked to guide the cutting, so as to allow the dimensional adaptation of the interjoists at its location between the beams.
  • the invention therefore relates to a thin-walled molded interjoists intended to be arranged between two wire mesh beams and to rest on their fastening base to form the formwork of a compression table of a floor.
  • the contact surface between the beams and interjoists is discontinuous throughout the length of the interjoists, that is to say at its two lateral edges.
  • zones of least resistance makes it possible to achieve greater ease of dimensional adaptation of the interjoists, since, then, it is sufficient for a worker to position the rib ad hoc for example on a rectilinear edge, then to exert a simple pressure on the compartment or compartments then being cantilever, to obtain a substantially rectilinear area, corresponding to the desired size of the interjoists.
  • the length of the interjoists does not generally correspond to the length of the void covered by the beams, at least one end interjoists must therefore be cut in order to adapt its length according to the floor to form, which allows to easily realize the interjoists of the invention.
  • the vertical recesses may have thicker zones substantially parallel to the upper surface of the beam attachment base. These thicker areas may be in the form of pre-drilled bosses to facilitate the introduction of fasteners, such as clips to hold pipes or ducts or threaded rods for fixing false ceilings.
  • Such thicker areas may also be disposed at other locations on the interjoists, and particularly at the substantially flat faces of each compartment, but also at the inclined faces between two compartments.
  • the compartments are open on the underside of the interjoists to allow to save a lot of space during storage and transportation to a particular site. Indeed, it is then possible to stack them one above the other so as to reduce their size.
  • the interjoists may also comprise at each end of its largest dimension complementary shaped arrangements to allow continuous splicing between two consecutive interjoists. Indeed, to allow the transport and the handling of interjoinings on the building sites, it is preferable to use intervous of reduced length. By superimposing the ends of two consecutive interjoists, liquid concrete is then avoided to escape at the connection between two successive interjoists.
  • the interjoists To withstand the weight of the liquid concrete it must form, the interjoists must have some resistance. However, it must also meet the constraint of lightness to allow easy handling on site and especially to avoid burdening the floor structure. Thus, it has been established that a good compromise is obtained with walls whose thickness is at most equal to ten millimeters.
  • the space between two beams may vary in some cases, it is necessary to cut longitudinally interjoists, which generates a lateral opening of the compartments constituting it. It is then possible to provide this open side face of a cap, acting as an interface with the base of the beam attachment and extending in the same direction.
  • the cover has a cross section substantially shaped "Z". This configuration makes it possible to perform the formwork function, but also to ensure the guidance of interjoists between the two beams.
  • the lid can be inserted by clipping on the cut face of the interjoists, and depending on the size of the interjoists used, it is possible to adjust the height of the lid by cutting a portion constituting it or by sliding one piece relative to another.
  • the seal has a breakable portion to adapt to different possible configurations.
  • Each end interjoist is equipped with a piece of end to achieve the total formwork to the walls.
  • a relatively large portion of the abutment, at the level of the area of contact with the wall, is also able to be cut to fit in the case where the wall is not perpendicular to the direction of the spans .
  • the material used for such interjoists can be a composite material based on natural fibers or particles and an adhesive.
  • the natural fibers or particles can then be chosen from wood, flax and hemp in particular.
  • lids and abouts reported can also be made in the same material as the interjois itself.
  • the invention relates to a thin-walled molded interjoists adapted to be arranged between two trusses with wire mesh and to rest on the fixing base of said beams.
  • the interjoists (1) comprises a plurality of compartments (5) separated by ribs (6).
  • each of these ribs (6) is provided with a zone of weakness (18), typically constituted by a thinning, and suitable for allowing the break-in of the interjoists at said rib; therefore in one or more batches of compartments (5).
  • the interjoists (1) is arranged between two trusses (2) with wire mesh (3). It rests on the upper face (8) of the fixing base (4) of said beams (2).
  • the contact surface between the interjoists (1) and the fixing base (4) is discontinuous on at least one of the support sides of the interjoists (1) on the beam (2 ).
  • a vertical recess (7) at at least one end of each of the ribs (6) extends below the upper face (8) of the fastening base (4) of each beam (2).
  • This configuration then makes it possible to carry out guidance during the installation of the interjoists (1) between two beams (2). This guidance is performed at the side faces (9), the two beams (2) facing each other. Thus, the establishment interjoists (1) between two beams (2) can not be hindered by the wire mesh (3) emerging from the fixing base (4) of the beams (2).
  • the underside may be recessed so as to create compartments (5) open on the underside or concave. In this way, it is possible to stack interjoists (1) one above the other and thus reduce their size.
  • each compartment (5) may be advantageous, as shown in Figure 3, to provide the upper face of each compartment (5) with a reinforcing rib (15).
  • the interjoists (1) has at each end of its largest dimension arrangements (11, 12) of complementary shape, capable of cooperating with each other, to allow continuous splicing between two interjoists (1).
  • This configuration allows for total formwork of a floor and thus avoids liquid concrete, during casting, to escape through gaps between two interjoists (1). It also prevents an operator from clogging at the different connections.
  • interjoists (1) whose wall thickness is at most equal to ten millimeters.
  • the interjoists (1) has, at its vertical recesses (7), zones (10) reinforced, able to support a false ceiling or pipes.
  • Reinforced areas (14) may also be provided on the inclined side walls (13) of the compartments (5). These reinforced zones (10, 14), which are therefore thicker, may have the shape of pre-drilled bosses, making it possible to introduce fastening elements such as clips, to hold a cable or sheath in position, or threaded rods. to allow the installation of a false ceiling in particular.
  • the section of the covers (16) has a shape of "Z" as shown in Figure 8. These caps can also be monobloc. In this case the lid (16) is cut in the direction of its length to adapt to the specific configurations at each site.
  • the cover (16) may also be composed of two parts (19, 20) adapted to allow the realization of an adjustment according to the height of the interjoists (1) used.
  • the interjoists (1) may be provided with an end (17) to achieve the total formwork to the wall.
  • Two abutments (17) are reported on each bay and can slide under a portion of the interjoists (1) end to fit perfectly the length of the spans.
  • a relatively large portion of the abutment (17), at the level of the area of contact with the wall, is also able to be cut to allow its adaptation in the case where the wall is not perpendicular to the direction of the spans, and corollary, avoid any risk of introduction of concrete under the interjoists.
  • the interjoists (1) is made of a composite material based on natural fibers and an adhesive.
  • the selected natural fibers are part of the group of wood, flax and hemp.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Cartons (AREA)
  • Glass Compositions (AREA)
  • Moulds For Moulding Plastics Or The Like (AREA)
  • Inorganic Insulating Materials (AREA)
  • Dental Preparations (AREA)
  • Gasket Seals (AREA)

Claims (12)

  1. Dünnwandiger, geformter Füllkörper (1), welcher dazu bestimmt ist, zwischen zwei Trägern (2) mit Drahtgeflecht (3) angeordnet zu werden und auf der Befestigungsbasis (4) der genannten Träger (2) zu ruhen, um die Verschalung einer Druckplatte einer Decke zu bilden, wobei der genannte Füllkörper (1) eine Mehrzahl paarweise durch eine Rippe (6) voneinander getrennter Abschnitte (5) aufweist, wobei die Länge jeder Rippe (6) kleiner als die Länge der Abschnitte (5) ist, so daß sie sich nie auf der Befestigungsbasis (4) der Träger (2) abstützt, dadurch gekennzeichnet, daß jede der Rippen (6) mit mindestens einer Zone geringerer Festigkeit versehen ist, um die Teilbarkeit des Füllkörpers zwischen zwei aneinander grenzenden Abschnitten (5) ohne jegliches Werkzeug zu ermöglichen.
  2. Füllkörper nach Anspruch 1, dadurch gekennzeichnet, daß er mit einem Endstück (17) versehen ist, das dazu bestimmt ist, die Herstellung der vollständigen Verkleidung der Druckplatte der Decke sicherzustellen.
  3. Füllkörper nach Anspruch 2, dadurch gekennzeichnet, daß das Endstück (17) dazu geeignet ist, unterhalb eines Teils des Füllkörpers (1) zu gleiten.
  4. Füllkörper nach Anspruch 2, dadurch gekennzeichnet, daß das Endstück (17) an verschiedene Größen des Füllkörpers (1) anpaßbar ist.
  5. Füllkörper nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, daß er im Bereich mindestens eines Endes jeder der Rippen (6) einen vertikalen Absatz (7) aufweist, der sich unterhalb der Oberseite (8) der Befestigungsbasis (4) jedes Trägers (2) erstreckt, dazu geeignet, mit einer der Seitenflächen (9) der genannten Befestigungsbasis (4) in Kontakt zu treten.
  6. Füllkörper nach Anspruch 5, dadurch gekennzeichnet, daß die vertikalen Absätze (7) verstärkte Zonen (10) aufweisen, die im wesentlichen parallel zur Oberseite (8) der Befestigungsbasis (4) der Träger (2) verlaufen und dazu bestimmt sind, die Befestigung einer Blinddecke oder von Rohrsträngen zu ermöglichen.
  7. Füllkörper nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, daß die Abschnitte (5) auf einer Seite offen sind.
  8. Füllkörper nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, daß er an jedem Ende seiner größten Dimension Anordnungen (11,12) mit komplementären Formen aufweist, um ein kontinuierliches Aneinanderfügen zweier aufeinanderfolgender Füllkörper (1) zu erlauben.
  9. Füllkörper nach einem der Ansprüche 1 bis 8, dadurch gekennzeichnet, daß seine Oberseite, die dazu bestimmt ist, mit dem Beton in Kontakt zu treten, Verstärkungsrippen (15) aufweist.
  10. Füllkörper nach einem der Ansprüche 1 bis 9, dadurch gekennzeichnet, daß er mit einem angebrachten Deckel (16) versehen ist, der die Rolle eines Anschlußstücks zu der Befestigungsbasis (4) des Trägers (2) spielt und sich in der gleichen Richtung wie der genannte Träger (2) erstreckt.
  11. Füllkörper nach einem der Ansprüche 1 bis 10, dadurch gekennzeichnet, daß er aus einem Verbundmaterial aus natürlichen Fasern oder Partikeln und einem Klebstoff hergestellt ist.
  12. Füllkörper nach Anspruch 11, dadurch gekennzeichnet, daß die natürlichen Fasern oder Partikel ausgewählt sind aus der Gruppe umfassend Holz, Lein und Hanf.
EP04103549A 2003-07-31 2004-07-23 Einsteckbarer Formfüllkörper Expired - Lifetime EP1512803B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR0309455A FR2858343B1 (fr) 2003-07-31 2003-07-31 Entrevous emboitable moule
FR0309455 2003-07-31

Publications (2)

Publication Number Publication Date
EP1512803A1 EP1512803A1 (de) 2005-03-09
EP1512803B1 true EP1512803B1 (de) 2006-12-06

Family

ID=34043706

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04103549A Expired - Lifetime EP1512803B1 (de) 2003-07-31 2004-07-23 Einsteckbarer Formfüllkörper

Country Status (5)

Country Link
EP (1) EP1512803B1 (de)
AT (1) ATE347639T1 (de)
DE (1) DE602004003531T2 (de)
ES (1) ES2276227T3 (de)
FR (1) FR2858343B1 (de)

Families Citing this family (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITPD20040087A1 (it) * 2004-04-01 2004-07-01 Assounisol Srl Elemento modulare prefabbricato per la realizzazione degli alleggerimenti in solai a travetti tralicciati o lastre di tipo predalle
EP1736607B1 (de) * 2005-06-23 2012-01-11 Plasticform S.R.L. Füll- und Dämmelement und Bausystem mit solch einem Element
FR2916215B1 (fr) * 2007-05-14 2009-07-10 Kp1 Soc Par Actions Simplifiee Entrevous en matiere plastique injectee
FR2916212B1 (fr) * 2007-05-15 2013-12-13 Rector Lesage Dispositif d'isolation pour plancher a poutrelles et plancher obtenu
FR2919317B1 (fr) * 2007-07-26 2012-08-24 Imerys Tc Entrevous leger a paroi mince.
ITPD20070347A1 (it) * 2007-10-22 2009-04-23 Geoplast Spa Casseratura modulare riutilizzabile per la realizzazione di solai nervati in c. a.
FR2944816B1 (fr) * 2009-04-28 2011-06-03 Jean Louis Gaziello Entrevous pour entraxe variable et structure de coffrage
FR2948706B1 (fr) * 2009-07-31 2016-12-09 Kp1 Entrevous modulable
FR2956421B1 (fr) * 2010-02-12 2012-08-10 Rector Lesage Entrevous pour plancher a poutrelles
FR2961226A1 (fr) * 2010-06-15 2011-12-16 Applic Composants Guiraud Freres Soc Et Perfectionnement aux hourdis moules
CN103452219A (zh) * 2013-09-16 2013-12-18 南京工业大学 一种蜂窝钢暗梁组合楼盖
CN103572875A (zh) * 2013-11-05 2014-02-12 南京工业大学 一种钢箱暗梁组合楼盖
CN103993691B (zh) * 2014-04-27 2016-10-05 浙江绿筑建筑系统集成有限公司 一种集成式楼面模块及其拼装方法
FR3099503B1 (fr) 2019-08-02 2023-01-06 Lesage Dev Procédé de mise en œuvre d’entrevous de coffrage pour plancher à poutrelles et entrevous de coffrage correspondant

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1129892A (en) * 1965-11-08 1968-10-09 Atlas Stone Company Ltd Improvements relating to the construction of floors or roofs
DE2250295A1 (de) * 1971-10-19 1973-04-26 Emballages De Quevilly Petit Q Verlorene schalung in gewoelbter form
GB2077792B (en) 1980-03-22 1983-06-08 Tinsley Building Prod Ltd Casting reinforced concrete floors
FR2786514B1 (fr) 1998-11-26 2001-01-19 Saret France Entrevous a paroi mince

Also Published As

Publication number Publication date
ATE347639T1 (de) 2006-12-15
FR2858343B1 (fr) 2007-04-20
DE602004003531T2 (de) 2007-04-05
FR2858343A1 (fr) 2005-02-04
DE602004003531D1 (de) 2007-01-18
ES2276227T3 (es) 2007-06-16
EP1512803A1 (de) 2005-03-09

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