EP3087228A1 - Three-dimensional folding formwork panel for structural shells and insulation filler in the mass thereof - Google Patents
Three-dimensional folding formwork panel for structural shells and insulation filler in the mass thereofInfo
- Publication number
- EP3087228A1 EP3087228A1 EP14830980.0A EP14830980A EP3087228A1 EP 3087228 A1 EP3087228 A1 EP 3087228A1 EP 14830980 A EP14830980 A EP 14830980A EP 3087228 A1 EP3087228 A1 EP 3087228A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- panel
- assembly
- rod
- formwork
- rods
- 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 51
- 238000009413 insulation Methods 0.000 title description 13
- 239000000945 filler Substances 0.000 title 1
- 238000000034 method Methods 0.000 claims abstract description 20
- 230000007246 mechanism Effects 0.000 claims description 32
- 238000004519 manufacturing process Methods 0.000 claims description 12
- 239000000203 mixture Substances 0.000 claims description 12
- 239000000463 material Substances 0.000 claims description 9
- 239000000835 fiber Substances 0.000 claims description 8
- 238000009416 shuttering Methods 0.000 claims description 7
- 239000011230 binding agent Substances 0.000 claims description 5
- 238000010276 construction Methods 0.000 claims description 5
- 235000008733 Citrus aurantifolia Nutrition 0.000 claims description 4
- 235000011941 Tilia x europaea Nutrition 0.000 claims description 4
- 238000001914 filtration Methods 0.000 claims description 4
- 239000004571 lime Substances 0.000 claims description 4
- 241000196324 Embryophyta Species 0.000 claims description 3
- 241000208202 Linaceae Species 0.000 claims description 2
- 235000004431 Linum usitatissimum Nutrition 0.000 claims description 2
- 229910001209 Low-carbon steel Inorganic materials 0.000 claims description 2
- 238000000151 deposition Methods 0.000 claims description 2
- 238000009434 installation Methods 0.000 claims description 2
- 230000002787 reinforcement Effects 0.000 claims description 2
- 238000009736 wetting Methods 0.000 claims description 2
- 239000004567 concrete Substances 0.000 description 6
- 239000011150 reinforced concrete Substances 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 4
- 239000012212 insulator Substances 0.000 description 4
- 125000006850 spacer group Chemical group 0.000 description 4
- 238000003860 storage Methods 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 244000025254 Cannabis sativa Species 0.000 description 2
- 235000012766 Cannabis sativa ssp. sativa var. sativa Nutrition 0.000 description 2
- 235000012765 Cannabis sativa ssp. sativa var. spontanea Nutrition 0.000 description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 235000009120 camo Nutrition 0.000 description 2
- 235000005607 chanvre indien Nutrition 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000011487 hemp Substances 0.000 description 2
- 230000008520 organization Effects 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 239000011148 porous material Substances 0.000 description 2
- 230000000284 resting effect Effects 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 239000002028 Biomass Substances 0.000 description 1
- 238000004378 air conditioning Methods 0.000 description 1
- 244000052616 bacterial pathogen Species 0.000 description 1
- 230000033228 biological regulation Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 230000000295 complement effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000007123 defense Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000002657 fibrous material Substances 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 239000011464 hollow brick Substances 0.000 description 1
- 239000012770 industrial material Substances 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 210000003127 knee Anatomy 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 230000029058 respiratory gaseous exchange Effects 0.000 description 1
- 230000004044 response Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
- 239000006200 vaporizer Substances 0.000 description 1
- 235000013311 vegetables Nutrition 0.000 description 1
Classifications
-
- 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
- E04B2/8658—Walls made by casting, pouring, or tamping in situ made in permanent forms using wire netting, a lattice or the like as form leaves
-
- 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
- E04B2/8635—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0636—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/7604—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only fillings for cavity walls
-
- 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
- E04B2002/8694—Walls made by casting, pouring, or tamping in situ made in permanent forms with hinged spacers allowing the formwork to be collapsed for transport
Definitions
- the present invention relates mainly to the field of buildings; it is intended for the realization of works for residential use, offices & activities in conformity with the new environmental directives, on the one hand, in the matter of insulation and, on the other hand, in protection of the planetary resources . More generally for all uses requiring a response to structural constraints combined with insulation rules that it is thermal and / or acoustic.
- the outer sails of a building have 3 functions:
- a second method is to use, alternatively to the forms mentioned above, forms of a filter type, such as that described in the patent application FR 07/03214 (Coffratherm).
- a filter type such as that described in the patent application FR 07/03214 (Coffratherm).
- fasteners for supporting a support structure it is possible to have fasteners for supporting a support structure to attach an outer facing.
- the space between the outer face of the veil and the facing releases a volume that can be advantageously filled by an insulator.
- this solution has the following disadvantages identified:
- the insulation is most commonly made by non-porous materials. It does not allow a balance of the hygrometry between the outside and the inside of the building; and, - This method imposes a sequence of tasks which complicates the organization of the sites, increases the duration.
- a third method avoids overconsumption of reinforced concrete by building sails formed of a gantry (columns / beams) reinforced concrete and a filling by industrial materials of discrete dimensions (blocks or bricks). The outer insulation is reported against the veil thus formed.
- This arrangement is more advantageous at the level of concrete consumption than a sail made entirely of reinforced concrete, but does not overcome the disadvantages identified above.
- fastening fasteners is less well ensured in the filling, especially if this filling is made of hollow body (hollow block or hollow brick).
- a fourth method is to build wooden structure sails with built-in insulation.
- the descents of loads and overloads of exploitation of the floors are taken up by structural elements of wood, whose thickness is substantially that of the veil to achieve.
- Panels usually made of plywood, are attached to the structural elements on the inner and outer faces. Insulation is then placed between the outer and inner cladding plates.
- wooden floors are used. However, the more floors and higher operating costs, the more structural sections will have to be expanded to accommodate the lowering of loads. This is the reason why this type of realization is limited to low constructions.
- This technology also has the following disadvantages:
- the structure has no thermal inertia and the internal comfort is that obtained by adjusting the temperature of the air inside the housing.
- the power very low heat of the air leads to overconsumption of energy regulation, heating or air conditioning;
- a fifth method, derived from the fourth, is to build sails in wood structure, a natural insulation is either projected on an inner plate, or poured and packed between two formwork plates.
- this technology uses natural insulating products, such as hemp, the drying time is very long and requires to leave the formwork in place for several days. But more serious, the retting is never perfect, it remains in the insulation of mold germs that, in the presence of water enclosed between the formwork walls, develop quickly and irremediably. In addition, this method leads to losses of insulating material, thus additional cost in terms of material and labor.
- the invention is particularly intended to provide a device and a method of construction for making sails whose geometry is guaranteed while ensuring good thermal insulation and, preferably, phonic.
- a formwork assembly is characterized in that it comprises two shuttering panels pierced with filtering holes, and a mechanical device designed to allow said assembly to take a folded position, in which both panels are folded over one another, and an extended position, in which said panels are spaced apart one of the other of a distance corresponding to a thickness of said work.
- the mechanical device is advantageously designed to keep the panels generally parallel to each other.
- such a mechanical device preferably comprises at least two rows of mechanisms, the mechanisms of the same row preferably being integrally coupled together.
- Each mechanism can include:
- a connecting rod constituting with the small rod a knee device
- the rods and connecting rods of the mechanical device are substantially coplanar;
- the large rods are substantially in the same foreground as the small rods and connecting rods are substantially in the same plane and the two planes form between them a non-zero angle.
- the rods may have a V-shape, the tip of which constitutes their second end and the free ends of which each constitute a first end.
- the large rods and / or small rods of the same row are made in one piece, preferably in a mild steel rod, so that the rods are secured to each other by their first ends.
- the invention also relates to a magazine for storing, one on the other and in the folded position, several rows of mechanisms integral with each other, designed to articulate a formwork assembly according to the invention, and characterized in that comprises substantially vertical slides to slide the rows and maintain each row substantially horizontal and in its folded position.
- This magazine advantageously comprises at least one release device disposed at the bottom of each slide to distribute from below, one after the other, each row contained in said magazine.
- the invention also relates to a bench for manufacturing a formwork assembly according to the invention, characterized in that it comprises:
- At least one magazine according to the invention arranged above the table, for dispensing and fixing at least one row on this panel;
- the invention also relates to a method of manufacturing a formwork assembly according to the invention using a manufacturing bench according to the invention, characterized in that it comprises the following steps:
- this first panel is moved on said table, so as to introduce a second panel under the magazine;
- a third panel is deposited above the rows already fixed on the first panel; then,
- This third panel is fixed by means of the other connectors by snapping into corresponding holes of the third panel;
- the invention also relates to a method of constructing a veil, characterized in that it comprises the following steps:
- the filling mixture is advantageously brought by a nozzle by air, in a dry form, means being provided for wetting the mixture at the outlet of the nozzle.
- the filling material is a premixed mixture, comprising vegetable fibers, preferably flax fibers, and a hydraulic binder, preferably lime.
- Figure 1 is a partial view, from above, of an embodiment for a formwork assembly according to the invention
- Figure 2 is a perspective view of a formwork panel for the assembly of Figure 1;
- Figure 3 is a perspective view of a foldable mechanical device for the formwork assembly of Figure 1, in the closed position;
- Figures 4 and 5 each illustrate a respective articulation of the mechanical device of Figure 3;
- Figure 6 is a perspective view of the mechanical device of Figure 3, in fully deployed position;
- Fig. 7 is a perspective view of a connector for the mechanical device on the formwork panel of Fig. 2;
- Figure 8 is a perspective view of the mechanical device of Figure 3, in a folded position and storage on bars;
- FIG. 9 is a perspective view of a storage and dispensing magazine for the mechanism of Fig. 3;
- FIG. 10 illustrates a bench and a method of manufacturing a formwork assembly according to the invention.
- Figures 11 to 15 illustrate a method of construction using form elements according to the invention.
- Figure 1 illustrates a top view of a formwork assembly according to the invention, comprising two formwork panels 2, 3, interconnected by articulated mechanisms 5.
- a formwork panel is an interior panel 2, that is to say intended to form the face of a structure veil, the inner side of a building, the other panel is an outer panel 3, that is to say ie designed to form the other side of the veil, outside of the building.
- each panel 2, 3 has the form of a grid, comprising orifices 6 separated from each other by partitions 7.
- the orifices of the inner panel may have a lower pressure drop than that of the outer panel, for example due to a different section of the orifices 6.
- each mechanism 5 is fixed, on the one hand, to the inner panel 2 and, on the other hand, to the outer panel 3.
- each formwork assembly comprises at least two rows of mechanisms 5 each located in a respective horizontal plane ; preferably at a distance substantially equal to the thickness of the veil to form.
- the widths L2, L3 of the panels 2, 3 are substantially identical, against the height H2 of the inner face 2 is less than the height H3 of the outer face 3.
- the difference in height H3- H2 is substantially equal to the thickness of the upper slab to rest on the veil to form.
- FIG. 3 to 7 illustrate the mechanisms 5.
- Figure 3 illustrates two mechanisms 5 coupled together in a folded position
- Figure 6 shows the same mechanisms in a fully deployed position.
- Each mechanism 5 comprises:
- the mechanism is connected to the panels 2, 3 by connectors 14, identical to each other, more particularly illustrated in FIGS. 4 and 7.
- each rod 11, 12 that is to say the ends of the V furthest from the tip 16, 17 of the respective V, are distant from each other by a distance D15 and D16.
- the value of the distance D16 is also identical to the spacing between the axes of rotation of the connecting rod.
- Each distal end 15 of one rod is connected with a distal end 15 of the other rod and with the outer panel 3 by a first connector 14A (see FIG. 1).
- the distal ends 15 of the large rods 11 of two coupled mechanisms 5 are in one piece and form between them a bend providing a pivot function with the first connector 14A; it is the same for the ends of the distal 15 small rods 12 of the two coupled mechanisms.
- the rods 11, 12 are held in respective notches of the first connector by a connector clip 20 (see Figure 4).
- a second connector 14B connects the tip 16 of the large rod 11 with the inner panel 2; the large rod 11 provides with the second connector 14B a pivot function.
- a third connector 14C connects a first end 18 of the connecting rod 13 with the inner panel 2; the rod 13 provides with the third connector 14C a pivot function.
- the tip 17 of the small rod 12 is fixed to a second end 19 of the rod 13, longitudinally opposite its first end 18; the rod 13 provides with the small rod 12 a pivot function and toggle.
- a formwork assembly according to the invention comprises at least two rows of coupled mechanisms 5, not aligned but parallel to each other; a single row of two mechanisms is illustrated in Figures 3 and 6.
- the rods 11, 12 and the rod 13 are folded substantially in the same plane, sandwiched between the two panels (not shown in Figure 3).
- the mechanisms 5 can be deployed, the panels being kept parallel to each other until the mechanisms 5 take the fully extended position of FIG. 6.
- the panels are kept at a maximum distance from one another, corresponding to the thickness of the web to form between them.
- the dimensions of the rods and the connecting rod determine the thickness of the veil.
- the small rod 12 is in a plane different from that of the large rod 11 and, the small rod is substantially coplanar with the connecting rod 13.
- the tip 17 is inserted into a notch of the end 19 of the rod 13 and is held there by a clip 21, snapped onto this end 19.
- the clip 21 comprises two pairs of 22 elastic pins vis-Ã -vis one another.
- the lugs are intended to remain compressed between the branches of the V formed by the small rod, except when the mechanism is in its fully extended position, so that they maintain the relative position, coplanar with the connecting rod and the small rod 12, that is to say, their position of Figure 6, thus preventing the shuttering assembly closes.
- the small rods of the same row of coupled mechanisms are formed in one piece formed in "zigzag" from a soft iron bar, insensitive to corrosion in the presence of the binder, including the lime. It is the same for large rods.
- the connecting rod 13 is made of a plastic or composite material, with a current section in the form of an I, the core of which is pierced in order to constitute a minimum obstacle to the filling of the formwork; this arrangement also makes it possible to give it an elasticity capable of filtering a transmission of sound waves.
- a connector 14 is particularly illustrated in FIG.
- the connector 14 is a thin plastic part E14, between two faces 25 opposite and substantially parallel to each other and of substantially constant section over the entire thickness. It is substantially symmetrical with respect to a plane of symmetry P14, perpendicular to the faces 25.
- the connector comprises a base 23, perpendicular to the plane of symmetry P 14; below the base, it comprises two staples 24 extending from the base 23, each of the staples being designed to snap into a respective opening 6 of a panel 2, 3, to hold the base 23 pressed against the sign.
- a positioning disbursement 27 is formed in each face 25. Its bottom and its fields are inclined relative to the face 25 to maintain the position of the connector 14 during the establishment of the corresponding mechanism during the manufacture of the corresponding formwork assembly.
- a central hole 28, crossing from one face to the other, is provided for storage of the connector, with others, on a spacer rod 36 provided to pass therethrough. This rod can also maintain the spacing between adjacent connectors.
- this bar is intended to be part of a store used for a mechanized manufacture of a formwork assembly 1; this magazine 37, illustrated in Figure 9, is provided to release one by one of the rows of mechanisms 5 at the desired locations.
- a first notch 31, arranged in the plane of symmetry P14 is provided to receive the tip of the large rod ; the two other notches 32, 33, disposed on either side of the plane of symmetry P14, are provided to receive the distal ends of the small and large rod, each respectively.
- Two grooves 34 are provided on either side of the notches 31-33, to insert the staple 20; pins 29 are arranged at the end of the connector, in the vicinity of one face 25 and the other, to hold the staple 20 between them.
- FIG. 8 illustrates a row 55 formed, by way of example, of three coupled mechanisms 5 whose large rods 11 are made in one piece, as well as the small rods 12.
- the first connectors 14A and the third connectors 14C of the row 55 are all traversed by a single spacer rod 36, passing through their respective central hole 28, so that these connectors are kept substantially aligned with each other and equidistant.
- the second connectors 14B of the row 55 are all traversed by a single other spacer rod 36, passing through their respective central hole 28, so that these connectors are also maintained substantially aligned and equidistant from each other.
- These two spacer rods 36 are equipped, each at each of their ends, with a guide 38, designed to fit into a respective slide 39 of the magazine 37, illustrated in FIG. 9.
- the magazine 37 comprises four vertical uprights 40, forming between them a rectangular parallelepiped; Each upright 40 includes a respective slide 39.
- a suitable structure 41 ensures the rigidity of the magazine 37.
- the magazine 37 comprises three rows 55 of mechanisms, arranged one above the other, each guide 38 of each row having been introduced from the top into a slideway. 39 respective.
- a release device 42 is disposed at the bottom of each post 40. The release devices 42 are synchronized with one another and are provided for releasing, from below, each row 55 contained in the magazine, one by one.
- FIG. 10 illustrates a manufacturing bench 50 for a formwork assembly 1 according to the invention.
- the bench 50 comprises a substantially horizontal table 51 for resting a panel 2, 3 formwork and a stop rule 52 whose position on the table is adjustable and against which one just presses an edge of the panel 2, 3.
- the bench 50 further comprises three stores 37 disposed above the table 51 and provided to deposit three parallel rows of parallel mechanisms 55 of the panel 2, 3 parallel to the rule 52.
- Translating means allow moving the panel 2, 3 resting on the table 51 along the ruler 52; these displacement means may advantageously comprise pins inserted into the orifices 6 of the panel to drive the panel in motion.
- the inner panel 2 is placed on the table 51; then,
- a first series of three rows 55 is deposited on the inner panel.
- each row 55 is fixed, thanks to a pressure exerted by the corresponding magazine 37, by snapping the second connectors 14B and the third connectors 14C into corresponding openings 6 of the inner panel; then,
- the inner panel 2 is moved on the table 51, so as to introduce a second panel 2B under the magazines 37;
- a first outer panel 3 is deposited above the rows 55 already fixed on the first inner panel 2; then,
- the assembly of the rows of mechanism is advantageously carried out in the factory, the stores used for their storage and transport.
- the manufacture of the formwork sets can be realized in factory or on site, according to the organization and the size of the building site.
- FIG. 11 illustrates a partial perspective view from the inside of a building, of a sail 60 made at the edge 61 of a floor 61.
- the sail 60 comprises an opening 62 intended to receive a window, above of a spandrel 63.
- the veil is made according to a structure of the type posts / beams of reinforced concrete; three posts 64 are shown, supporting a beam 65; the remainder of the web 60 being constituted, between the columns and beams, of a concrete fiber filling of plant fibers, for example of hemp concrete. This filling is in itself an insulator.
- Plates 67 of a specific insulator are disposed on the outer side of the posts 64, the beam 65 and the edge 61R; this insulator 67 is chosen so that the posts and the beams do not constitute a thermal bridge, that is to say that the thermal conductivity of the web 60, measured between the inside and the outside of the building is substantially everywhere the same, especially that at the right of posts and beams, it is substantially the same as the right of filling.
- a method according to the invention for making the web 60 comprises the following steps: - As particularly illustrated in Figure 12, is carried out first, in a traditional way, the formwork 61 for the posts and a formwork 62 of the underside of the beam; then,
- each shuttering assembly is deployed, so that the inner panel 2 comes to take its place against the inside of an inner formwork panel of the posts 61, so that the thickness of the veil is defined between the two panels 2,3 of each set 1; then,
- each formwork assembly 1 is filled with a filling mixture, using a nozzle 63.
- the mixture is preferably an insulating mixture of biomass fibers.
- the filling nozzle 63 is fixed to the end of a sleeve preferably having a diameter of between 80 and 100 millimeters.
- the filling material is preferably a dry mixture comprising plant fibers especially mixed with a hydraulic binder, comprising for example lime, the previously kneaded.
- the end of the nozzle 63 is equipped with a vaporizer connected to a water inlet pipe. The water flow rate is adjusted so that the amount of water is sufficient, preferably just sufficient, for a complete pozzolanic reaction of the binder.
- the filling material is preferably constituted by porous and fibrous materials. These materials, light, are easily conveyed in the sleeve and the nozzle 63 by air. These materials are stopped in contact with the formwork panels 2, 3; these panels being filtering because comprising the orifices 6 described in the 2, the air escapes through these orifices 6.
- the section of each orifice decreases from the inside of the shuttering assembly towards the outside, whose section is reduced from the inside to the outside the wall, so that, thanks to this arrangement, each panel retains the solid parts of the materials and, in addition, strongly compresses them under the effect of the pressure of the air that tries to escape through the material then holes.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR1363602A FR3015994B1 (en) | 2013-12-26 | 2013-12-26 | FOLDING TRIDIMENSIONAL FORMWORK BOARD FOR STRUCTURAL SAILS AND INSULATING FILLING IN MASS. |
PCT/FR2014/053427 WO2015097377A1 (en) | 2013-12-26 | 2014-12-18 | Three-dimensional folding formwork panel for structural shells and insulation filler in the mass thereof |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3087228A1 true EP3087228A1 (en) | 2016-11-02 |
EP3087228B1 EP3087228B1 (en) | 2019-04-24 |
Family
ID=51303013
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP14830980.0A Not-in-force EP3087228B1 (en) | 2013-12-26 | 2014-12-18 | Foldable tridimensional form for structural walls |
Country Status (6)
Country | Link |
---|---|
EP (1) | EP3087228B1 (en) |
ES (1) | ES2738544T3 (en) |
FR (1) | FR3015994B1 (en) |
MA (1) | MA39138B2 (en) |
PT (1) | PT3087228T (en) |
WO (1) | WO2015097377A1 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
HRP20211136T1 (en) * | 2018-04-20 | 2021-12-24 | Solidian Gmbh | Reinforcing assembly and method for producing a building material body using the reinforcing assembly |
FR3111651B1 (en) * | 2020-06-17 | 2022-07-01 | Coffratherm | Reinforced ductility formwork with collapsible three-dimensional reinforcement cage. |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3559355A (en) * | 1966-03-10 | 1971-02-02 | Inland Ryerson Construction Pr | Building construction system and components therefor |
SE383910B (en) * | 1974-08-02 | 1976-04-05 | Sandell Bertil | WAY TO MANUFACTURE CONCRETE CONSTRUCTIONS |
FR2712016B1 (en) * | 1993-11-02 | 1996-01-19 | Coffratherm Ste Civile Invente | Method for manufacturing formwork walls for a building and related production line. |
JPH10306532A (en) * | 1995-09-01 | 1998-11-17 | Sango:Kk | Connecting fitting for concrete form |
FR2981097B1 (en) * | 2011-10-10 | 2014-07-04 | Francoise Dauron | DEVICE FOR REALIZING HIGH THICKNESS INSULATION. |
-
2013
- 2013-12-26 FR FR1363602A patent/FR3015994B1/en not_active Expired - Fee Related
-
2014
- 2014-12-18 ES ES14830980T patent/ES2738544T3/en active Active
- 2014-12-18 WO PCT/FR2014/053427 patent/WO2015097377A1/en active Application Filing
- 2014-12-18 EP EP14830980.0A patent/EP3087228B1/en not_active Not-in-force
- 2014-12-18 PT PT14830980T patent/PT3087228T/en unknown
- 2014-12-18 MA MA39138A patent/MA39138B2/en unknown
Also Published As
Publication number | Publication date |
---|---|
MA39138B2 (en) | 2019-04-30 |
MA39138A1 (en) | 2017-10-31 |
FR3015994A1 (en) | 2015-07-03 |
ES2738544T3 (en) | 2020-01-23 |
FR3015994B1 (en) | 2018-07-27 |
EP3087228B1 (en) | 2019-04-24 |
WO2015097377A1 (en) | 2015-07-02 |
PT3087228T (en) | 2019-07-29 |
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