FR2670818A1 - Formwork (shuttering) element - Google Patents

Formwork (shuttering) element Download PDF

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Publication number
FR2670818A1
FR2670818A1 FR9016562A FR9016562A FR2670818A1 FR 2670818 A1 FR2670818 A1 FR 2670818A1 FR 9016562 A FR9016562 A FR 9016562A FR 9016562 A FR9016562 A FR 9016562A FR 2670818 A1 FR2670818 A1 FR 2670818A1
Authority
FR
France
Prior art keywords
formwork
concrete
leveling
wall
element according
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.)
Withdrawn
Application number
FR9016562A
Other languages
French (fr)
Inventor
Stablot Joseph
Ascione Nicolas
Canino Guillaume
Debreilly Bernard
Tricon Jean-Pierre
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.)
TRICON JEAN PIERRE
Original Assignee
TRICON JEAN PIERRE
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 TRICON JEAN PIERRE filed Critical TRICON JEAN PIERRE
Priority to FR9016562A priority Critical patent/FR2670818A1/en
Publication of FR2670818A1 publication Critical patent/FR2670818A1/en
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ

Abstract

Formwork element for keeping the concrete plumb with a wall. The invention relates to a formwork element (1) which dispenses with the traditional form-stripping means. It is made of fibreboard, concrete or terracotta (fired clay) in the form of an L equipped with an opening (4) for connecting it to the wall (2).

Description

ELEMENT DE COFFRAGE L'élement de coffrage f est une pièce à maçonner sur la partie superieure d'un; mur d'arret de plancher aprés arasement 2 et avant la pose des poutrelles 3, pré-dalle ou tout autre coffrage
Cet élement a pour but de retenir le béton ou tout autre produit similaire à l'aplomb du mur où l'on coule un plancher L'élement remplace le coffrage traditionnel en bois (effectué par planches -madriers-panneaux-serre joints etc... ) procédé long et couteux en personnel et materiaux pour le coffrage avant ) a coulée du plancher et le coffrage aprés la coulée du plancher
Il remplace également le coffrage par briques creuses ou agglomeré de faible epaisseur maçonnée sur l'arasement avant ou aprés la pose des poutrelles, trés souvent réalisé dans des positions inconfortables et triés dangeureuses, ouvrage difficile voir impossible à réaliser par temps incertain (vent, pluie
Avantage de l'élement 1, il peut être posé sur l'arasement 2 à partir de l'echaffaudage qui a servi pour la réalisation de celle-ci, et sans aucun outil d'alignement ( cordau-fil- à plomb-niveau ) par un simple ouvrier spécialisé .L'élement possede une ouverture 4 dans la partie basse pour être rempli de mortier ou béton afin d'assurer sa liaison avec l'arasement 2 . Avec 1 'élement on peut réaliser un coffrage de mur pour plancher sans danger, par tout temps, dans un délai trés court. L'élement peut être conçu avec des coupes aux extrémités 5 allant de 1"à 179 . L'élement pouvant être conçu pré -cassable 6 Composition , dimension et forme de 1 'élement
Il est en forme de L inégal ou égal, il est représenté sur les croquis joints aux dimensions dites standards pour plancher de 20 cm d'epaisseur sur un mur de 20 cm d' epaisseur
Les dimensions peuvent être modifiées à tout moment en longueur, hauteur, largeur, epaisseur , les extrémités peuvent aussi être modifiées ex: ( coupe a 45" au lieu de 900 ) tout cela en fonction de l'ouvrage à réaliser
Il peut-être réaliser sous forme d'aggloméré ou en toutes sortes de béton, toutes sortes de terre cuite ou tout autre élement de matière composite ou non composite sortes de béton, toutes sortes de terre cuite ou tout autre élement de matière composite ou non composite
L'élement peut-être conçu pré-cassable FORMWORK ELEMENT The formwork element f is a part to be built on the upper part of a; floor stop wall after leveling 2 and before the installation of beams 3, pre-slab or any other formwork
The purpose of this element is to retain concrete or any other similar product plumb with the wall where a floor is poured. The element replaces the traditional wooden formwork (made by planks - planks - panels - greenhouse joints, etc.) .) long and costly process in terms of personnel and materials for the formwork before) pouring from the floor and the formwork after pouring the floor
It also replaces the formwork with hollow or agglomerated bricks of small thickness built on the leveling before or after the installation of the beams, very often carried out in uncomfortable positions and sorted out dangerous, difficult work or even impossible to realize in uncertain weather (wind, rain
Advantage of the element 1, it can be placed on the leveling 2 from the scaffolding which served for the realization of this one, and without any alignment tool (cordau-wire- plumb-level) by a simple specialized worker. The element has an opening 4 in the lower part to be filled with mortar or concrete to ensure its connection with the leveling 2. With one element you can make a wall formwork for floors without danger, in any weather, in a very short time. The element can be designed with cut ends 5 ranging from 1 "to 179. The element can be designed pre-breakable 6 Composition, size and shape of the element
It is L-shaped unequal or equal, it is shown on the sketches attached to the so-called standard dimensions for floor 20 cm thick on a wall 20 cm thick
The dimensions can be changed at any time in length, height, width, thickness, the ends can also be changed eg: (cut at 45 "instead of 900) all depending on the work to be done
It may be made in the form of agglomerate or in all kinds of concrete, all kinds of terracotta or any other element of composite or non-composite material kinds of concrete, all kinds of terracotta or any other element of composite material or not composite
The element can be designed pre-breakable

Claims (1)

R E V E N D I C A T I O NS 1) Element de coffrage pour retenir le béton à l'aplomb d'un mur où l'on coule un plancher, caractérise en ce que l'élement (1) Fig 1 se pose sur l'arasement (2) Fig 1 pour recevoir les poutrelles (3) Fig 1, l'élement étant pourvu d'une ouverture (4) Fig 1 pour sa liaison avec l'arasement (2) Fig 1 2) Element selon la revendication 1 caracterise en ce qu'il est en forme de L inégal ou égal a des dimensions non limita -tives 3) Element selon la revendication 1 caracterise en ce qu'il possède des coupes aux extrémités (5) Fig 1 allant de 10 à 1790 4) Element selon la revendication 1 caracterise en ce qu'il est réalisé en agglomeré, béton, terre cuite ou tout autre élement de matière composite ou non compositeREVENDICATIO NS 1) Formwork element for retaining concrete plumb with a wall where a floor is poured, characterized in that the element (1) Fig 1 is placed on the leveling (2) Fig 1 to receive the beams (3) Fig 1, the element being provided with an opening (4) Fig 1 for its connection with the leveling (2) Fig 1 2) Element according to claim 1 characterized in that it is L-shaped unequal or equal to non-limiting dimensions -tives 3) Element according to claim 1 characterized in that it has cuts at the ends (5) Fig 1 ranging from 10 to 1790 4) Element according to claim 1 characterized in that it is made of agglomerated, concrete, terracotta or any other element of composite or non-composite material 5) Element selon la revendication 1 caracterise'en ce qu'il 5) Element according to claim 1 characterized in that it est avantageusement conçu pré-cassable (6)Fig 1  is advantageously designed pre-breakable (6) Fig 1
FR9016562A 1990-12-21 1990-12-21 Formwork (shuttering) element Withdrawn FR2670818A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
FR9016562A FR2670818A1 (en) 1990-12-21 1990-12-21 Formwork (shuttering) element

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR9016562A FR2670818A1 (en) 1990-12-21 1990-12-21 Formwork (shuttering) element

Publications (1)

Publication Number Publication Date
FR2670818A1 true FR2670818A1 (en) 1992-06-26

Family

ID=9403899

Family Applications (1)

Application Number Title Priority Date Filing Date
FR9016562A Withdrawn FR2670818A1 (en) 1990-12-21 1990-12-21 Formwork (shuttering) element

Country Status (1)

Country Link
FR (1) FR2670818A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9412266U1 (en) * 1993-08-19 1994-09-29 Syspro Gruppe Betonbauteile E Ready formwork for a concrete building element
US20220213684A1 (en) * 2021-01-07 2022-07-07 Skidmore, Owings & Merrill Llp Modular composite action panel and structural systems using same

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT348724B (en) * 1974-08-09 1979-02-26 Stracke Ing Markus KIT FOR CONSTRUCTION OF BUILDINGS
FR2491976A1 (en) * 1980-10-14 1982-04-16 Ibse Etu Realisa Procedes Pasc Load bearing frame for prefabricated building - has single piece connector rods for vertical and horizontal frame sections
WO1988001664A1 (en) * 1986-08-25 1988-03-10 Elektromeister Strobach Gmbh Multi-purpose building element
WO1988002803A1 (en) * 1986-10-09 1988-04-21 Calvin Shubow Building construction using hollow core wall

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT348724B (en) * 1974-08-09 1979-02-26 Stracke Ing Markus KIT FOR CONSTRUCTION OF BUILDINGS
FR2491976A1 (en) * 1980-10-14 1982-04-16 Ibse Etu Realisa Procedes Pasc Load bearing frame for prefabricated building - has single piece connector rods for vertical and horizontal frame sections
WO1988001664A1 (en) * 1986-08-25 1988-03-10 Elektromeister Strobach Gmbh Multi-purpose building element
WO1988002803A1 (en) * 1986-10-09 1988-04-21 Calvin Shubow Building construction using hollow core wall

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9412266U1 (en) * 1993-08-19 1994-09-29 Syspro Gruppe Betonbauteile E Ready formwork for a concrete building element
US20220213684A1 (en) * 2021-01-07 2022-07-07 Skidmore, Owings & Merrill Llp Modular composite action panel and structural systems using same

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