FR2480337A1 - Prefabricated shutter for edge beams - has starter bar and orifice joint holding edge beam during slab casting - Google Patents
Prefabricated shutter for edge beams - has starter bar and orifice joint holding edge beam during slab casting Download PDFInfo
- Publication number
- FR2480337A1 FR2480337A1 FR8008354A FR8008354A FR2480337A1 FR 2480337 A1 FR2480337 A1 FR 2480337A1 FR 8008354 A FR8008354 A FR 8008354A FR 8008354 A FR8008354 A FR 8008354A FR 2480337 A1 FR2480337 A1 FR 2480337A1
- Authority
- FR
- France
- Prior art keywords
- beams
- edge
- formwork
- shutter
- irons
- 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.)
- Granted
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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
- 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
- E04G11/365—Stop-end shutterings
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- 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
Description
Ltobjet de l'invention concerne un élément de rehausse pour coffrage latéral intégrable et positionnable au moment de l'emploi. The object of the invention relates to a raising element for lateral formwork which can be integrated and positioned at the time of use.
Il est destine à réaliser un coffrage actif ou re- hausse de coffrage latéral pour longrines ou poutres de rive, participant ou non à la résistance finale. It is intended to produce an active formwork or raising of lateral formwork for beams or edge beams, whether or not participating in the final strength.
Dans les dispositifs connus, le coffrage des poutres de rive ou similaires entait intégré à l'élément porteur et obtenu. par moulage de l'ensemble. Leur fabrication était onéreuse pour les formes complexes des moules, l'eIément complet était lourd et risquait des détériorations ou des ébréchements en cours de stockage, de manutention et de pose. In known devices, the formwork of the edge beams or the like entered into the bearing element and obtained. by molding the assembly. Their manufacture was expensive for the complex shapes of the molds, the complete element was heavy and risked deterioration or chipping during storage, handling and installation.
Il fallait aussi une orientation de pose, ce qui compliquait la mise en place. Installation orientation was also required, which complicated the installation.
Le dispositif suivant l'invention supprime ces incon venients et permet la prefabrication séparée d'une part de la rehausse ou coffrage latéral avec ses moyens d'assembla- ges et d'autre part des longrines ou poutres de rive, avec leurs armatures en attente. L'assemblage s'effectuant lors de la construction sur chantier. The device according to the invention eliminates these drawbacks and allows separate prefabrication on the one hand of the riser or lateral formwork with its assembly means and on the other hand side beams or edge beams, with their frames waiting . Assembly takes place during construction on site.
Il est constitué par la combinaison et le positionnement correspondant des fers d'assemblage en attente, et des orifices récepteurs disposés sur la rehausse et l'élément porteur et l'inter-utilisation de chacun d'eux. It consists of the combination and the corresponding positioning of the standby assembly bars, and of the receiving orifices arranged on the extension and the carrier element and the inter-use of each of them.
Sur les dessins annexés donnés à titre d'exemple non limitatif d'une des formes de réalisation de l'objet de 1' invention :
Les figures 1 et 2 représentent les exhaussements vus en coupe transversale.In the appended drawings given by way of nonlimiting example of one of the embodiments of the subject of the invention:
Figures 1 and 2 show the elevations seen in cross section.
Les figures 3 et 4 montrent dans les mêmes conditions les longrines ou poutres de rive. Figures 3 and 4 show under the same conditions the beams or edge beams.
Les figures 5, 6, 7, représentent diverses formes de assemblages. Figures 5, 6, 7 show various forms of assemblies.
La rehausse de coffrage latéral pour longrines, pou tres de rive ou autres, fig 1 et 2, est constitué par un élément 1, tel une clisse de longueur correspondant à celle du support. The side formwork extension for beams, beams or others, fig 1 and 2, is constituted by an element 1, such as a joint of length corresponding to that of the support.
Sur le parement inférieur 2 sont réalisés, soit des implantations de fers en attente 3, soit des évidements 4 récepteurs d armatures. On the lower facing 2 are made, either implantation of pending irons 3, or recesses 4 armature receivers.
Ils sont fabriqués soit en tant qu'éléments standards, soit en éléments appropriés à leur destination ce qui peut faire varier leur profil, leur hauteur ou leur largeur. They are manufactured either as standard elements, or in elements appropriate to their destination which can vary their profile, their height or their width.
Les longrines ou poutres 5, 6, sont pourvues sur leurs parements supérieurs 7, 8, soit de fers en attente en saillie 11, 12, soit d'orifices 9, 10. The sills or beams 5, 6 are provided on their upper faces 7, 8, either with projecting irons projecting 11, 12, or with holes 9, 10.
Ces éléments sont disposés à des intervalles correspondants soit aux orifices 4, soit aux fers 3. These elements are arranged at corresponding intervals either at the orifices 4 or at the irons 3.
Ces fers sont positionnés pour permettre le positionnement des coffrages 13, 14 soit sur une face, soit sur l'autre de la poutre 15, fig 5. These irons are positioned to allow the positioning of the forms 13, 14 either on one face or on the other of the beam 15, fig 5.
Cela permet de placer sur le chantier les poutres de rive ou longrines, sans distinction de positionnement du coffrage. On a ainsi une main d'oeuvre simplifiée et une facilité de pose sans tenir compte des orientations des coffrages. This allows the edge beams or beams to be placed on the site, regardless of the formwork's positioning. There is thus a simplified workforce and ease of installation without taking into account the orientations of the forms.
L'assemblage des fers 3, ou 11, 12, et des évidements correspondants 4, 9, 10, s'effectue avec un liant approprié. The irons 3, or 11, 12 and the corresponding recesses 4, 9, 10 are assembled with an appropriate binder.
Il est également prévu une fixation mécanique à l'aide d'un boulon i7 et d'un filetage 18 pratiqué en extrémité des tiges 19. There is also provision for mechanical fixing using a bolt i7 and a thread 18 made at the end of the rods 19.
L'exhaussement peut alors être en résine synthétique, en substance isotherme ou décorative 20. The elevation can then be made of synthetic resin, essentially insulated or decorative 20.
La longrine ou poutre de rive 21 supportera fig 7, le plancher. Le fer en attente 19, ancrera l'élément 20, alors que la dalle 22 et le chaînage 23 seront coulés de la façon traditionnelle. The sill or edge beam 21 will support fig 7, the floor. The standby iron 19 will anchor the element 20, while the slab 22 and the chaining 23 will be cast in the traditional way.
L'exhaussement ou coffrage actif pourra déborder la façade et constituer un bardeau décoratif. The raising or active formwork may extend beyond the facade and constitute a decorative shingle.
L'amovibilité de ces exhaussements ou coffrage permet leur fabrication séparée en série, facilite leur transport et leur pose alors que les longrines ou poutres de rive, pourront entre fabriquées suivant les procédés courants avec tous leurs fers en attente, qu'elles soient utilisées ou non avec leur coffrage
C'est pourquoi les formes, dimensions et dispositions des différents éléments pourront varier dans la limite des équivalents comme d'ailleurs les matières utilisées pour leur fabrication, sans changer pour cela la conception générale de l'invention qui vient d'être décrite. The removability of these elevations or formwork allows their separate production in series, facilitates their transport and installation while the beams or edge beams, can between manufactured according to current processes with all their irons waiting, whether used or no with their formwork
This is why the shapes, dimensions and arrangements of the various elements may vary within the limit of the equivalents, as moreover the materials used for their manufacture, without thereby changing the general conception of the invention which has just been described.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR8008354A FR2480337A1 (en) | 1980-04-11 | 1980-04-11 | Prefabricated shutter for edge beams - has starter bar and orifice joint holding edge beam during slab casting |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR8008354A FR2480337A1 (en) | 1980-04-11 | 1980-04-11 | Prefabricated shutter for edge beams - has starter bar and orifice joint holding edge beam during slab casting |
Publications (2)
Publication Number | Publication Date |
---|---|
FR2480337A1 true FR2480337A1 (en) | 1981-10-16 |
FR2480337B1 FR2480337B1 (en) | 1984-07-27 |
Family
ID=9240851
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
FR8008354A Granted FR2480337A1 (en) | 1980-04-11 | 1980-04-11 | Prefabricated shutter for edge beams - has starter bar and orifice joint holding edge beam during slab casting |
Country Status (1)
Country | Link |
---|---|
FR (1) | FR2480337A1 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2628131A1 (en) * | 1988-03-04 | 1989-09-08 | Renaud Laurence | Cladding assembly for building floor slab - comprises arrangement of rectangular panels with fastening portions of foundation blocks and bottom edge of wooden wall construction |
CN106567537A (en) * | 2016-10-19 | 2017-04-19 | 北京城建北方建设有限责任公司 | Concrete floor manufacturing mold and method |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE161502C (en) * | ||||
DE1559056A1 (en) * | 1965-06-08 | 1970-03-19 | Rehm Gallus | Method of reinforcing ceilings |
DE1949474A1 (en) * | 1969-10-01 | 1971-04-08 | Schipplock Herbert | Edge formwork elements for concrete ceilings |
FR2326547A1 (en) * | 1975-10-02 | 1977-04-29 | Hinse Franz | Concrete ceiling slab edge insulating sheathing - with foamed plastic panels on outer wall edge and concrete between ribs |
DE2705592A1 (en) * | 1976-02-11 | 1977-08-18 | Hans Feuerstein | Combined roller shutter case and lintel - with second inverted chamber adjacent to shutter chamber as lost formwork unit |
FR2435575A3 (en) * | 1978-09-11 | 1980-04-04 | Albanese Carmelo | BUILDING FORMWORK, ESPECIALLY FRONTAL FORMWORK FOR CONCRETE SLAB |
-
1980
- 1980-04-11 FR FR8008354A patent/FR2480337A1/en active Granted
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE161502C (en) * | ||||
DE1559056A1 (en) * | 1965-06-08 | 1970-03-19 | Rehm Gallus | Method of reinforcing ceilings |
DE1949474A1 (en) * | 1969-10-01 | 1971-04-08 | Schipplock Herbert | Edge formwork elements for concrete ceilings |
FR2326547A1 (en) * | 1975-10-02 | 1977-04-29 | Hinse Franz | Concrete ceiling slab edge insulating sheathing - with foamed plastic panels on outer wall edge and concrete between ribs |
DE2705592A1 (en) * | 1976-02-11 | 1977-08-18 | Hans Feuerstein | Combined roller shutter case and lintel - with second inverted chamber adjacent to shutter chamber as lost formwork unit |
FR2435575A3 (en) * | 1978-09-11 | 1980-04-04 | Albanese Carmelo | BUILDING FORMWORK, ESPECIALLY FRONTAL FORMWORK FOR CONCRETE SLAB |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2628131A1 (en) * | 1988-03-04 | 1989-09-08 | Renaud Laurence | Cladding assembly for building floor slab - comprises arrangement of rectangular panels with fastening portions of foundation blocks and bottom edge of wooden wall construction |
CN106567537A (en) * | 2016-10-19 | 2017-04-19 | 北京城建北方建设有限责任公司 | Concrete floor manufacturing mold and method |
CN106567537B (en) * | 2016-10-19 | 2019-02-01 | 北京城建北方建设有限责任公司 | The production mold and production method of concrete floor |
Also Published As
Publication number | Publication date |
---|---|
FR2480337B1 (en) | 1984-07-27 |
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