EP3126583A2 - Formwork plate for walls and arches - Google Patents
Formwork plate for walls and archesInfo
- Publication number
- EP3126583A2 EP3126583A2 EP15774403.8A EP15774403A EP3126583A2 EP 3126583 A2 EP3126583 A2 EP 3126583A2 EP 15774403 A EP15774403 A EP 15774403A EP 3126583 A2 EP3126583 A2 EP 3126583A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- plates
- formwork
- tabs
- tongues
- series
- 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
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 134
- 210000002105 tongue Anatomy 0.000 claims description 134
- 239000000463 material Substances 0.000 claims description 39
- 239000004927 clay Substances 0.000 claims description 12
- 239000004567 concrete Substances 0.000 claims description 12
- 238000010276 construction Methods 0.000 claims description 11
- 238000005304 joining Methods 0.000 claims description 9
- 238000004519 manufacturing process Methods 0.000 claims description 8
- 239000004568 cement Substances 0.000 claims description 7
- 239000002023 wood Substances 0.000 claims description 7
- 239000011230 binding agent Substances 0.000 claims description 6
- 239000002245 particle Substances 0.000 claims description 6
- 239000010902 straw Substances 0.000 claims description 5
- 239000002689 soil Substances 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- -1 earth Substances 0.000 claims description 2
- 238000009416 shuttering Methods 0.000 description 23
- 238000000034 method Methods 0.000 description 7
- 125000006850 spacer group Chemical group 0.000 description 7
- 238000003780 insertion Methods 0.000 description 5
- 230000037431 insertion Effects 0.000 description 5
- 238000012423 maintenance Methods 0.000 description 4
- 238000000465 moulding Methods 0.000 description 4
- 230000000712 assembly Effects 0.000 description 2
- 238000000429 assembly Methods 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
- 239000000446 fuel Substances 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000000295 complement effect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 230000008014 freezing Effects 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 238000012552 review Methods 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8623—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic
-
- 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
- E04B1/165—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 elongated load-supporting parts, cast in situ
-
- 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
- E04B1/167—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 permanent forms made of particular materials, e.g. layered products
-
- 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
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B1/3205—Structures with a longitudinal horizontal axis, e.g. cylindrical or prismatic structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
-
- 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
- E04G11/02—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for rooms as a whole by which walls and floors are cast simultaneously, whole storeys, or whole buildings
-
- 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
- E04G11/04—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for structures of spherical, spheroid or similar shape, or for cupola structures of circular or polygonal horizontal or vertical section; Inflatable 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
-
- 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
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B2001/327—Arched structures; Vaulted structures; Folded structures comprised of a number of panels or blocs connected together forming a self-supporting structure
- E04B2001/3276—Panel connection details
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2002/001—Mechanical features of panels
- E04C2002/004—Panels with profiled edges, e.g. stepped, serrated
Definitions
- the invention relates to the field of support elements for real estate construction by formwork using shuttering plates. It finds for particularly advantageous application the field of realization of any type of building elements, for a building, for example walls, floors, vaults and ceilings in which at least one lost formwork and self-stabilized is used.
- form plates for forming a formwork that will be filled with a filler material to be solidified and form a framework for a variable form building element.
- the document FR-A-913 772 describes a formwork serving both to immobilize a fluid filling material for building a decorative element and decorative element on this element.
- the formwork described in this document is made from parts each comprising a panel and a spacer secured to each other, the spacer extending perpendicularly to the panel.
- the formwork is formed of several parts of which at least two parts head to tail defining a parallelepiped interior space for receiving a filling material.
- the delimitation of the interior space is obtained on each of two opposite sides of the assembly formed by the two parts by a spacer and on each of the other sides by a panel.
- the panel is intended to form the visible portion of a wall while the spacer is embedded in a filler material.
- the spacers of two successive sets are each pierced with a hole so that the filling material can flow from a set of two pieces to the assembly. following to fill the succession of interior spaces of the sets.
- the purpose of the present invention is, firstly, to design a formwork plate having a minimal bulk while being easy to adapt with other plates to obtain a simple and effective formwork formed of several plates and on the other hand, to ensure for the formwork thus formed a maintenance of the plates the component even prior to the complete introduction of a filling material inside the formwork.
- the invention relates to a shuttering plate comprising a flat central body, preferably rectangular.
- the central body is extended on a first side by a first series of flat tabs and on a second opposite side by a second series of flat tabs, the flat tabs extending in the plane of the body leaving a spacing between flat tabs of the same series, the formwork plate further having first and second sets of tongues inclined with at least some, and preferably each, inclined tongues of the first set extending in the spacing between two flat tabs of the first series and at least some, and preferably each, inclined tabs of the second set extending in the spacing between two flat tabs of the second set, the inclined tabs of the first and second sets being inclined away from the central planar body each having a portion inclined and a flat distal end portion extending parallel to the flat tabs.
- Such a substantially flat formwork plate due to its rectangular flat body has a small footprint. This allows in particular easy stacking of the shuttering plates before use, especially on a pallet, the inclined tabs pointing above the stack.
- the method of securing a plate with a plate lying in its extension is already present on the plate in the form of the flat tabs and their spacing between them, which simplifies the joining of such plates.
- each inclined tongue which is flat is intended to bear against the body of the plate vis-à-vis and at least contributes to the provisional stability of the plates relative to each other , the plates then forming a formwork.
- the inclined tongues will make it possible to define a volume between two plates facing the inclined tongues of the plates facing each other, which volume forms the volume of the formwork and is intended at least partially to contain a material , designated filling material.
- the at least partial introduction of a material into at least a part of the volume will make it possible to stiffen the assembly by freezing the inclined tabs in the material and preventing any unexpected movement of these inclined tongues, hence a self-forming formwork. stabilized in maintenance.
- a formwork comprising at least four such formwork plates characterized in that it comprises:
- said at least two first and second plates being arranged at a distance from one another and back to back, that is to say with their tongues inclined in facing relation so as to at least partially delimit a volume interposed between first and second plates, the inclined tabs of said at least two first and second plates being shaped so as to cooperate to form in said volume at least three zones whose periphery is at least partially defined by the inclined tongues.
- the formwork according to the invention has a division of the interior volume of the formwork into several zones.
- a building assembly of the type comprising at least one of a wall, a floor, a vault or a ceiling or at least two of these elements, characterized in that it comprises at least one such formwork, at least a first of said at least three zones being filled with a curable material of the concrete, cement, clay or binder type.
- the first filled zone is advantageously a reduced zone corresponding, for example, to an area delimited by the inclined tongues of the first, second, third and fourth shuttering plates.
- This filling makes it possible to guarantee the formwork a stability of assembly then of operation.
- the material is curable or in a closed bag and advantageously fast setting to solidify the formwork as quickly as possible.
- the other areas of the formwork may also be filled with a material that may be similar to or different from the material of the first area.
- the inclined tabs of the at least two first and second plates defining at least partially at least three zones in the volume between the at least two first and the said at least two second plates, with, for the delimitation of one side of a first zone, the inclined tabs of one of said at least two first plates inserted between the inclined tongues of one of said at least two second plates and, for the delimitation of the opposite side of the first zone, the tongues inclined at the other of said at least two first plates inserted between the inclined tabs of the other of said at least two second plates,
- FIG. 1 is a schematic representation of a top view of an embodiment of a shuttering plate according to the present invention, with mention of the dimensions of this shuttering plate for this embodiment,
- FIG. 1a is a diagrammatic representation of a cross-section of the shuttering plate of FIG. 1,
- FIG. 2 is a schematic representation of a side view of an embodiment of a formwork according to the present invention, this formwork comprising at least eight formwork plates,
- FIG. 3 is a schematic representation of a top view of the embodiment shown in FIG. 1 for a shuttering plate according to the present invention with detail of the various elements present in the shuttering plate,
- FIG. 4 is a schematic representation of a cross-section of the formwork plate of FIG. 3,
- FIG. 5 is a schematic representation of a perspective view of the shuttering plate shown in FIGS. 3 and 4,
- FIG. 6 is a schematic representation of a perspective view of an embodiment of a formwork according to the present invention, this formwork comprising at least four formwork plates,
- FIG. 7 is a schematic representation of a cross section of an embodiment of a formwork according to the present invention
- FIG. 8 is a schematic representation of a section of a building assembly comprising two walls, a floor and a vault, this assembly being manufactured from at least one formwork according to the present invention
- FIG. 9 is a diagrammatic representation in perspective of a detail of the junction of an arch with a wall in a building assembly made from at least one formwork according to the present invention.
- FIG. 10 is a schematic perspective representation of a formwork according to one embodiment of the invention comprising two first formwork plates opposite two second formwork plates, zones delimited by the inclined tongues of the shuttering plates being visible in this figure,
- FIG. 11 is a schematic representation of a perspective side view of the embodiment of a formwork according to FIG. 10, the volume between first and second formwork plates being particularly clearly visible in this figure with identification of FIG. at least three zones delimited by the inclined tongues,
- FIG. 12 is a schematic representation of a perspective side view of an embodiment of a shuttering plate according to the present invention.
- FIG. 13 is a schematic representation of a perspective bottom view of the shuttering plate according to FIG. 12,
- FIG. 14 is a schematic representation of a top view in perspective of a stack for transporting shuttering plates, each shuttering plate being similar to that shown in FIGS. 12 and 13.
- each inclined portion of the inclined tongues forms an angle with the portion of the flat tongues attached to the central body, as well as with the flat distal end portion, this angle being between 100 and 120 ° and preferably between 10 ° and 10 °; 1 15 °.
- each inclined tongue is attached to the central body by a flat connection portion.
- the sides of the central body not carrying a tongue each have a lug. This is advantageous for the fastening of a plate on one side not carrying the tongues.
- the first series of flat tabs on the first side is offset relative to the second series of flat tabs on the second side, each flat tongue of the first series being aligned with a spacing between two flat tabs of the second series and vice versa, one of the two series of flat tabs comprising one more tongue than the other series and the set of inclined tabs, associated with said series of flat tabs with one more tab, comprises one tab inclined less.
- the purpose of the flat tabs is to ensure the extension of a formwork plate by another formwork plate.
- Such asymmetry of the series of flat tabs allows a first side of a first plate carrying the first series of flat tabs to be secured to a second side carrying the second series of flat tabs of another plate. All the formwork plates, apart from possibly the end plates of a formwork, are therefore the same by having an asymmetry of their series of tongues, which makes it possible to use only one type of plate to achieve a formwork.
- the number of flat tongues of the first and second series is respectively three and four while the number of inclined tongues of the first and second sets is respectively four and three.
- the width of the flat tongues of the same series of the first and second series is constant for all the tongues of the series and the width of the spacings between flat tongues of a series of the first and second series is equivalent to the width of the flat tongues from the other series.
- the plate is made of wood or agglomerated particles.
- the plate is obtained by molding.
- the planar distal end portions of the inclined tabs of said at least two first plates rest on said at least two second plates and vice versa. These flat distal end portions allow better contact between the inclined tongues and the shuttering plate vis-à-vis.
- the formwork comprises formwork plates disposed laterally to said at least two first and second plates being adjacent to said at least two first and second plates on one side having no tongues, each formwork plate having a lateral lug on each side; not bearing tabs, the lateral lug of each plate cooperating with the body of a plate placed laterally and vice versa for holding the two plates relative to each other.
- a first zone of said at least three zones is delimited, on one side, by the inclined tabs of one of said at least two first plates inserted between the inclined tongues of one of said at least two second plates and, on the other hand, by the inclined tongues of the other of the at least two first plates inserted between the inclined tabs of the other of the at least two second plates, said first zone being at the junction in the extension one of the other respectively said at least two first and second plates.
- the associated inclined tongues of the first two and second plates form an X by respectively closing each side of the first zone.
- the X-shape is advantageous for a delimitation of the sides of the first zone transversely to the first and second plates by contributing to a confinement of the first zone.
- At least a first of said at least three zones is filled with a hardenable material
- the formwork is traversed by fastening means of the screw type, these fixing means being fixed in the selective material after filling of at least one of said at least three zones.
- These fixing means form anchoring points of the formwork in the material then hardened and strengthens the maintenance of the various components of the formwork relative to each other from which obtaining a self-stabilized formwork.
- a formwork plate 10 intended to be an element of a formwork which will be referenced 1 1 in particular in Figures 2, 6 to 1 1.
- the shuttering plate 10 comprises a central rectangular plane body 6 carrying on each of two opposite sides two types of tongues, namely plane tongues 1, 3 and inclined tongues 4, 7.
- the central body 6 is extended on a first side by a first series of flat tongues 1 and on a second opposite side by a second series of flat tongues 3.
- the flat tongues 1, 3 extend in the plane of the body 6 leaving a spacing between flat tabs 1, 3 of the same series.
- the flat tabs 1, 3 advantageously have a rectangular shape with their length perpendicular to the opposite sides carrying them respectively.
- the formwork plate 10 further has a first and a second set of inclined tongues 4, 7; 2, 7.
- Each inclined tongue 4, 7 of the first set extends into the spacing between two flat tabs 1 of the first series
- each inclined tongue 2, 7 of the second set extends in the spacing between two flat tabs 3 of the second series.
- the inclined tongues 4, 7; 2, 7 of the first and second sets are inclined away from the central plane body 6 each comprise an inclined portion 2, 4 and a flat distal end portion 7 extending parallel to the flat tabs 1, 3.
- each inclined tongue 4, 7; 2, 7 can be connected to the body 6 by a connecting portion 8 particularly clearly visible in Figures 1, 1a, 4, 13 and 14.
- This connecting portion 8 is preferably flat extending parallel to the flat tabs 1, 3.
- each inclined portion 2, 4 of the inclined tongues 4, 7; 2, 7 forms an angle with the planar distal end portion 7, this angle being between 100 and 120 ° and preferably between 1 10 ° and 1 15 °. It follows, as the distal end portion 7 is parallel to the flat tabs 1, 3, that the same angle exists between each inclined portion 2, 4 of the inclined tabs 4, 7; 2, 7 and the portion of the flat tabs 1, 3 attached to the central body 6.
- said angle is equal to 1 12 °.
- the sides of the central body 6 not carrying a tongue 1, 4, 7; 3, 2, 7 each bear a lug 5.
- this lug 5 serves to maintain the formwork plate 10 relative to a plate laterally disposed to the plate 10.
- side plate it will be understood any plate adjacent a plate on one side not including flat tabs 1, 3.
- one side plate In a building assembly, it is possible for one side plate to be above its adjacent plate in the same vertical plane as the adjacent plate, as for example in the case of a wall or in a plane slightly inclined by vertically, as for example for the case of a vault, or in the same horizontal plane as the adjacent plate, as for example for the case of a flat ceiling or a floor. This can be seen in Figure 9 which will later be more precisely detailed.
- the first set of flat tabs 1 on the first side is offset from the second set of flat tabs 3 on the second side so that each flat tab 1 of the first set is aligned with a spacing between two flat tabs 3 of the second series and vice versa.
- the number of plane tongues 1, 3 of the first and second series of flat tongues may be respectively three and four while the number of inclined tongues 4, 7; 2, 7 of the first and second sets of inclined tongues may be respectively four and three.
- This is not limiting and the number of flat or inclined tongues may be other but their arrangement with spacing between flat tongues 1, 3 for the insertion of an inclined tongue 4, 7; 2, 7 in this spacing persists, as well as the offset between the two series of flat tabs 1, 3.
- the width of the flat tongues 1, 3 of the same series of the first and second series is constant for all the tongues of the series and the width of the spacings between flat tongues 1, 3 of a series of the first and second series is equivalent to the width of the flat tabs 3, 1 of the other series.
- the formwork plate 10 can be made of wood or agglomerated particles.
- This plate 10 may be advantageously molded in any moldable material.
- the shuttering plate 10 is reproducible in large series by molding process.
- the formwork plate 10 is, by virtue of its rectangular body 6, being able to present, in a nonlimiting manner, a width of 1.18 meters, including pins 5, and a length of 1.20 meters, tongues. planes 1, 3 included.
- the thickness of such a formwork plate 10 may be 1 to 2 cm.
- the body 6 of the plate 10 may be 1.04 meters by 0.40 meters.
- the flat tabs 1, 3 may be 0.40 meters long and 0.15 meters wide, the spacing between two flat tongues 1, 3 also being 0.15 meters.
- the lugs 5 can protrude laterally from the formwork plate 10 by 0.07 meters while having a width of 0.20 or half the width of the body 6 of the plate 10.
- the distal end portion 7 of the inclined tongues 2, 7; 4, 7 can be square with sides of 0, 15 meter.
- the connecting portion 8 may extend 0, 10 meters away from the body 6 and parallel to the length of the flat tongues 1, 3 having 0, 15 meters wide.
- the inclined portions 2, 4 of the inclined tongues 2, 7; 4, 7 may have a height of 0.13 m by being able, as previously mentioned, a preferential angle of 1 12 ° with the distal end portion 7.
- the thickness of between one and two centimeters and the lightness of the formwork plate 10 make it possible, as shown in FIG. 14, for pallet stacking of a large number of plates 10 to be stored. space and, where appropriate, fuel economy for the transport vehicle.
- this relates to a formwork illustrated in particular in Figures 2, 5 to 9, 10, 1 1 while referring to the other figures for references not mentioned in these figures.
- Such formwork has a great simplicity of assembly which allows its implementation by any individual.
- This form 1 1 comprises at least four plates 10, 10a, 10b, 10c formwork similar to the formwork plate 10 previously described. Said at least four plates 10, 10a, 10b, 10c are preferably identical when they are not end plates of the formwork 1 1.
- Such a formwork 1 1 comprises at least two first plates 10, 10a formwork joining so that their body 6 is disposed in the same first plane and at least two second plates 10b, 10c formwork joining so that that their body 6 is disposed in the same second plane different from the first plane while being parallel to the first plane.
- first 10, 10a and second plates 10b, 10c are arranged at a distance from each other and back to back, that is to say with their inclined tongues 4, 7; 2, 7 vis-à-vis so as to delimit at least partially a volume 9 interposed between first 10, 10a and second plates 10b, 10c.
- This volume 9 is defined by the height of the inclined tabs 4, 7; 2, 7 of the plates 10, 10a, 10b, 10c and therefore extends between the first 10, 10a and second plates 10b, 10c. Its spacing between first 10, 10a and second plates 10b, 10c may be 0.13m, which corresponds to that of the inclined tongues 4, 7; 2, 7 protruding from a plate 10, 10a, 10b, 10c.
- the inclined tongues 4, 7; 2, 7 of said at least two first and second plates 10, 10a, 10b, 10c are shaped so as to cooperate to form in said volume 9 at least three areas A, B whose periphery is at least partially defined by the inclined tongues 4 , 7.
- the distal end portions 7 plane inclined tabs 4, 7; 2, 7 of said at least two first plates 10, 10a may rest on said at least two second plates 10b, 10c and vice versa.
- Said at least three zones may comprise an area called first zone A which is completely delimited by the inclined tabs 4, 7; 2, 7 in the dimension of the casing 1 1 taken perpendicularly to the length of the inclined tongues 1, 3.
- This first zone A will be more precisely described later because it plays a role in the stability of the formwork 1 1 during its manufacture.
- the formwork 1 1 comprises lateral formwork plates 10d to 10g, these plates 10d to 10g being disposed laterally to said at least two first 10, 10a and second plates 10b, 10c.
- each plate 10, 10a to 10g formwork has a lateral lug 5 on each side not carrying tabs 1, 4, 7; 3, 2, 7.
- the lateral lug of each plate 10b, 10c cooperates with the body 6 of a side plate 10d, 10e for holding the two plates relative to each other.
- the lugs 5 can contribute to the vertical assembly of the formwork 1 1.
- the side plates 10d to 10g are located above their adjacent plates forming a substantially vertical assembly.
- the first zone or zones A of said at least three zones extend substantially vertically transversely to the series of adjacent plates 10c, 10e, 10g; 10b, 10d, 10f superimposed.
- the penetrating material advantageously by flowing, more easily in the whole of the first zone or zones A when the filling inlet of the first zone or zones A is performed by the last side plates 10f, 10g the highest.
- the flat tabs 1, 3 of one of said two first plates 10, 10a penetrate the spacings between the flat tabs 1, 3 of the other 10a of said two first plates 10, 10a and vice versa.
- the flat tabs 1, 3 of a 10b of said two second plates 10b, 10c enter the spacings between the flat tongues 1, 3 of the other 10c of said two second plates 10b, 10c and vice versa.
- a first zone A of said three zones A, B is delimited, one side, by the inclined tabs 4, 7; 2, 7 of one of said at least two first plates 10, 10a inserted between the inclined tongues 4, 7; 2, 7 of a 10b of said at least two second plates 10b, 10c.
- the first zone A is delimited by the inclined tongues 4, 7; 2, 7 of the other 10a of said at least two first plates 10, 10a inserted between the inclined tongues 4, 7; 2, 7 of the other 10c of said at least two second plates 10b, 10c.
- the first zone A is at the junction in the extension of each other respectively of said at least two first 10, 10a and second plates 10b, 10c.
- the inclined tongues 4, 7; 2, 7 associated with the first two and second plates 10, 10b; 10a, 10c form an X by respectively closing each side of the first zone A.
- the first zone A is therefore compartmentalized in a transverse direction of the plates 10, 10a, 10b, 10c perpendicular to the respective extensions of the first 10, 10a and second plates 10b, 10c.
- the first zone A is of smaller section than those of the zones B and is better compartmentalized than the zones B which are not on two opposite sides only when first and second additional plates are added to said at least two first and second plates 10, 10b; 10a, 10c.
- Zone A is surrounded on each side by a zone B.
- the assembly of several plates 10, 10a to 10g thus allows the realization of a form 1 1 lost, self-stabilized used to build walls, vaults or other building sets.
- a building assembly 12 to 15 of the type comprising at least one wall 13 or a floor 14 or a vault 15 or a ceiling 16, this assembly comprising at least one form 1 1, said at least three areas A, B being filled with a selective material, concrete type, cement, clay, straw, earth, binder.
- Such an assembly may also contain two or more of these elements 12 to 15 or all of these elements 12 to 15 forming a complete building assembly.
- the floor 14 can have a length of 4 meters, the walls 13 a height of 2.03m and the ceiling 16 can be at 3.42 meters in height, being raised by to the walls 13 by the vault elements 15.
- first zone A for each formwork January 1 comprising two first plates 10, 10a and two second plates 10b, 10c.
- a formwork 1 1 may comprise more than two first and second plates 10, 10a, 10b, 10c there may be advantageously as many first zones A as groups of two first and two second plates 10, 10a, 10b, 10c.
- the first zone or zones A and the other zones B of a formwork 1 1 can be filled sequentially, the first zone A first to solidify the formwork then, if necessary, the rest of the other zones B.
- the material of the first zone or zones A may be hardenable, advantageously quick-setting in order to solidify the form 1 1 more quickly.
- Filling, for example with concrete, cement, compressed clay soil or any other advantageously hardenable material, of one or more zones A prevents the spacing of the plates 10, 10a to 10d of formwork between them.
- the formwork 1 1 can be traversed by fastening means of the screw type, these fastening means, not shown in the figures, being fixed in the selective material after filling at least one said at least three areas A, B. All fixings are made by screwing from the outside to the inside of the shuttering 1 1 by screws of more than five centimeters. This is particularly but not only for the first zone (s) A.
- the zones B can be filled with all kinds of materials such as concrete, earth or straw. It is also possible not to fill them when the element of construction concerned does not need to present a reinforced stability.
- building sets that can contain straight and vaulted elements.
- These building sets can for example form a dwelling.
- a shuttering plate cut in half in its height can give two edge plates of the formwork 1 1.
- this relates to a method of manufacturing a building assembly 12 to 15 with a step of joining at least two plates 10, 10a disposed in the extension of one another by insertion of flat tongues 1, 3 of one in the spacings between flat tongues 3, 1 of the other; to obtain at least two first plates 10, 10a.
- the following steps of the method relate to the positioning of said at least two first 10, 10a and two second plates 10b, 10c with their inclined tongues 4, 7; 2, 7 vis-à-vis, then the insertion of the inclined tabs 4, 7; 2, 7 of said at least two first plates 10, 10a between the inclined tongues 4, 7; 2, 7 of said at least two second plates 10b, 10c, until the distal end portions 7 plane inclined tongues 4, 7; 2, 7 of said at least two first plates 10, 10a rest on said at least two second plates 10b, 10c and vice versa.
- These are preferably flat distal ends 7 of the inclined tongues 4, 7; 2, 7 which rest against the plates 10, 10a, 10b, 10c vis-à-vis.
- the inclined tongues 4, 7; 2, 7 of said at least two first 10, 10a and second plates 10b, 10c then at least partially delimit at least three zones A, B in the volume 9 between said at least two first 10, 10a and said at least two second plates 10b , 10c.
- first zone A One side of a first zone A is delimited by the inclined tabs 4, 7; 2, 7 of one of said at least two first plates 10, 10a inserted between the inclined tongues 4, 7; 2, 7 of a 10b of said at least two second plates 10b, 10c.
- the other opposite side of the first zone A is delimited by the inclined tongues 4, 7; 2, 7 of the other 10a of said at least two first plates 10, 10a inserted between the inclined tongues 4, 7; 2, 7 of the other 10c of said at least two second plates 10b, 10c.
- the first zone A is thus delimited transversely to the plates 10, 10a, 10b, 10c in the volume 9, that is to say perpendicularly to the flat tabs 1, 3 of the plates 10, 10a, 10b, 10c formwork.
- the next step is positioning and maintaining side plates 10e to 10g on at least one non-tongue-bearing side of said at least two first 10, 10a and second plates 10b, 10c. This can be done by holding a lug 5 of each of said side plates 10e to 10g relative to its plate of said at least two first
- a formwork 1 1 comprising more than two first and second plates 10, 10a, 10b, 10c and possibly several side plates 10e to 10g following, it is proceeded to the repetition of the preceding steps for the positioning of additional plates in said at least two first 10, 10a and second plates 10b, 10c with formation of said at least three areas A, B whose first zone A.
- side plates 10f, 10g additional to said at least two first 10, 10a and second plates 10b, 10c.
- additional side plates 10f, 10g may for example be positioned relative to side plates 10e, 10f already positioned or the other opposite side devoid of flat tabs 1, 3 of the first 10, 10a and second plates 10b, 10c.
- the present invention relates to a molded formwork plate, made of molded wood made of agglomerated particles or any other moldable product.
- the thickness between 1 cm and 2 cm and the lightness of the plate allows, as visualized in Figure 14, pallet stacking storage of a large number of plates, ensuring ease of transport, fuel economy and low footprint.
- the simplicity of assembly allows the implementation by any individual.
- the plate is made by molded wood molding or any other moldable product, in the dimensions detailed in Figure 1.
- This formwork is characterized in that it comprises, by the combination of four of these identical plates, a zone A which will prevent, after filling with concrete or the clay clay compressed, the spacing of the plates together. After hardening zones A, zones B can then be filled with all kinds of materials such as concrete, earth or straw.
- the plate consists of 7 horizontal parts of 15 cm, 3 on one side and 7 on the other, allowing horizontal connections and two pins of 7 cm, one at the top and one at the bottom of the plate for assembly vertical.
- the plates are fixed back to back between them by seven tongues inclined by 1 12 ° ending in a flat surface marked in Figures 3, 4, 5,6 and 7.
- the two pins will be placed on the back of the high and low areas.
- the assembly in depth is done by fixing the tabs on the plates back to back. All fixings are made by screwing the outside to the inside of the formwork with screws of more than 5 cm which will be fixed in the filling product of the formwork.
- the method allows for straight and vaulted dwellings.
- a plate cut in two in its height becomes two plates of borders.
- Figures 12 and 13 show the plate in 3 dimensions.
- the present plate is reproducible to infinity by molding process.
- the plate is a molded formwork plate, of molded wood made of agglomerated particles or any other moldable product characterized in that it comprises, by the combination of four of these identical plates, a zone A which prevents, after filling by concrete or compressed clay soil, the spacing of the plates between them.
- the plates are provided with seven tongues inclined by 12 ° ending in a flat surface marked in Figures 3, 4, 5, 6 and 7, for fixing back to back between them.
- the plates are provided with 7 horizontal parts of 15 cm allowing their horizontal assemblies such as in figures 3 and 5
- the plates are provided with two pins 7 cm at the top and bottom of the plate for vertical assembly.
- the two lugs will be placed on the back 15 of the zone as in FIG.
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR1400808A FR3019572A1 (en) | 2014-04-03 | 2014-04-03 | MOLDED, SELF-STABILIZING FORMWORK PLATE FOR WALLS AND VENTS |
PCT/EP2015/057129 WO2015150431A2 (en) | 2014-04-03 | 2015-03-31 | Formwork plate for walls and arches |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3126583A2 true EP3126583A2 (en) | 2017-02-08 |
EP3126583B1 EP3126583B1 (en) | 2018-03-28 |
Family
ID=51894076
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP15774403.8A Active EP3126583B1 (en) | 2014-04-03 | 2015-03-31 | Formwork plate for walls and arches |
Country Status (11)
Country | Link |
---|---|
US (1) | US9988813B2 (en) |
EP (1) | EP3126583B1 (en) |
JP (1) | JP6502471B2 (en) |
CN (1) | CN106232916B (en) |
AP (1) | AP2016009472A0 (en) |
AU (1) | AU2015239530A1 (en) |
BR (1) | BR112016022578A2 (en) |
CA (1) | CA2944543C (en) |
FR (1) | FR3019572A1 (en) |
PH (1) | PH12016501810B1 (en) |
WO (1) | WO2015150431A2 (en) |
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USD854400S1 (en) * | 2016-12-05 | 2019-07-23 | Robert Haley | Z-shaped girt |
JP2022515231A (en) | 2018-12-19 | 2022-02-17 | マイテック・ホールディングズ・インコーポレイテッド | Anchors for concrete floors |
CN112554390A (en) * | 2019-09-25 | 2021-03-26 | 扬州市邗江汊河甘来水泥制品厂 | Forming method of integral wallboard |
CN110872871A (en) * | 2019-10-10 | 2020-03-10 | 陈发江 | Double-deck cavity fire prevention sound insulation wall |
CN114559513A (en) * | 2022-02-28 | 2022-05-31 | 重庆市江星木业有限公司 | Building template processing method |
USD994467S1 (en) * | 2023-02-17 | 2023-08-08 | Ultimate View Extrusions, LLC | Bracket |
Family Cites Families (20)
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GB418908A (en) * | 1933-05-09 | 1934-11-02 | Claude Buchanan Morrison | A method of manufacturing light ferro concrete blocks suitable for house building and the like purposes |
FR913772A (en) * | 1945-08-28 | 1946-09-19 | prefabricated building element | |
ZA742760B (en) * | 1974-05-01 | 1975-01-29 | F Crooks | Improvements in load-bearing walls and similar structures |
JP2533417B2 (en) * | 1991-04-05 | 1996-09-11 | 太陽セメント工業株式会社 | Form block construction method |
DE4244289A1 (en) * | 1992-12-28 | 1994-06-30 | Kegel Helmut | Formwork element of a lost formwork |
JP3239151B2 (en) * | 1993-03-04 | 2001-12-17 | 株式会社フジタ | Concrete wall construction method |
US5657600A (en) * | 1994-06-20 | 1997-08-19 | Aab Building Systems Inc. | Web member for concrete form walls |
JPH0949320A (en) * | 1995-08-07 | 1997-02-18 | Yoshiyuki Hayakawa | Concrete form deformation preventive member and concrete form assembling method using it |
US5768851A (en) * | 1997-03-26 | 1998-06-23 | Nagaoka; Tadayoshi | Structure unit |
US6446398B2 (en) * | 2000-01-10 | 2002-09-10 | Richard L. Weir | Universal direction post and wall panel adapter |
CN2455839Y (en) * | 2000-10-31 | 2001-10-24 | 西安威澳科技发展有限公司 | Adjustable large formwork |
CA2358195C (en) * | 2001-05-04 | 2007-12-18 | Polyform A.G.P. Inc. | Improvements in a stackable construction panel system |
DE102004001947A1 (en) * | 2004-01-13 | 2005-08-04 | Emitec Gesellschaft Für Emissionstechnologie Mbh | Honeycomb bodies of layers with invaginations and layers with counter-structures |
US20090158686A1 (en) * | 2006-05-31 | 2009-06-25 | Yoshinari Oki | Truss Elements and Space Truss Diagonal Member Manufacturing Method |
US8297027B2 (en) * | 2008-03-28 | 2012-10-30 | The United States Of America As Represented By The Secretary Of Agriculture | Engineered molded fiberboard panels and methods of making and using the same |
EP2128357A1 (en) * | 2008-05-29 | 2009-12-02 | Hochschule Liechtenstein | Collapsible framework, cover, closing element, kit and form body |
US20110030287A1 (en) * | 2008-09-12 | 2011-02-10 | Kirk Thomas Moore | Preformed roof ventilation system |
US9780421B2 (en) * | 2010-02-02 | 2017-10-03 | Dana Canada Corporation | Conformal heat exchanger for battery cell stack |
ES2395070B1 (en) * | 2011-05-30 | 2013-12-11 | Fpk Lightweight Technologies, S.Coop. | Formwork panel |
DE102014011775B4 (en) * | 2014-08-09 | 2016-08-11 | Florian Tuczek | Folding structure, component connection, sandwich panel, as well as folding method and tool |
-
2014
- 2014-04-03 FR FR1400808A patent/FR3019572A1/en active Pending
-
2015
- 2015-03-31 CA CA2944543A patent/CA2944543C/en active Active
- 2015-03-31 EP EP15774403.8A patent/EP3126583B1/en active Active
- 2015-03-31 WO PCT/EP2015/057129 patent/WO2015150431A2/en active Application Filing
- 2015-03-31 AP AP2016009472A patent/AP2016009472A0/en unknown
- 2015-03-31 AU AU2015239530A patent/AU2015239530A1/en not_active Abandoned
- 2015-03-31 BR BR112016022578A patent/BR112016022578A2/en not_active Application Discontinuation
- 2015-03-31 JP JP2017503065A patent/JP6502471B2/en active Active
- 2015-03-31 US US15/301,119 patent/US9988813B2/en active Active
- 2015-03-31 CN CN201580018264.2A patent/CN106232916B/en active Active
-
2016
- 2016-09-16 PH PH12016501810A patent/PH12016501810B1/en unknown
Also Published As
Publication number | Publication date |
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WO2015150431A3 (en) | 2016-04-07 |
CA2944543A1 (en) | 2015-10-08 |
EP3126583B1 (en) | 2018-03-28 |
AU2015239530A1 (en) | 2016-10-20 |
BR112016022578A2 (en) | 2017-08-15 |
CN106232916B (en) | 2018-04-13 |
PH12016501810A1 (en) | 2016-11-21 |
PH12016501810B1 (en) | 2016-11-21 |
US9988813B2 (en) | 2018-06-05 |
CA2944543C (en) | 2022-10-04 |
JP6502471B2 (en) | 2019-04-17 |
WO2015150431A2 (en) | 2015-10-08 |
CN106232916A (en) | 2016-12-14 |
JP2017515026A (en) | 2017-06-08 |
FR3019572A1 (en) | 2015-10-09 |
AP2016009472A0 (en) | 2016-09-30 |
US20170114538A1 (en) | 2017-04-27 |
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