EP1323876A1 - Panneau, espaceur et poutre en treillis adapté pour ce panneau, bâtiment et méthode de construction - Google Patents

Panneau, espaceur et poutre en treillis adapté pour ce panneau, bâtiment et méthode de construction Download PDF

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Publication number
EP1323876A1
EP1323876A1 EP02028822A EP02028822A EP1323876A1 EP 1323876 A1 EP1323876 A1 EP 1323876A1 EP 02028822 A EP02028822 A EP 02028822A EP 02028822 A EP02028822 A EP 02028822A EP 1323876 A1 EP1323876 A1 EP 1323876A1
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EP
European Patent Office
Prior art keywords
cover plates
ribs
spacers
component
nail plate
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
Application number
EP02028822A
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German (de)
English (en)
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EP1323876B1 (fr
Inventor
Martin Opitz
Ludger Klus
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Individual
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Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
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Publication of EP1323876A1 publication Critical patent/EP1323876A1/fr
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Publication of EP1323876B1 publication Critical patent/EP1323876B1/fr
Anticipated expiration legal-status Critical
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/20—Roofs consisting of self-supporting slabs, e.g. able to be loaded
    • E04B7/22—Roofs consisting of self-supporting slabs, e.g. able to be loaded the slabs having insulating properties, e.g. laminated with layers of insulating material
    • 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
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts

Definitions

  • the invention relates to a tabular component the preamble of claim 1, a spacer according to the Preamble of claim 19, a pair of ribs carrier according to Preamble of claim 28, a building according to the preamble of Claim 29 and a method for its establishment after Preamble of claim 31.
  • a component consists of at least two at a distance arranged and connected by crossbars panels with both the panels and the crossbars at least partly from a plate-shaped one made from vegetable substances Material should consist.
  • the module has one elongated shape. At the two longitudinal edges are complementary Connecting elements are provided so that by joining such Modular walls can be obtained.
  • Trus Joist company publication goes a building system called "FrameWorks" (registered trademark) which ceilings and walls in turn from two distance there are mutually parallel cover plates, due to the cross-sectionally T-shaped webs made of plate material, e.g. OSB that are raffled in a lateral Distance are arranged.
  • FrameWorks registered trademark
  • the Connecting elements of the cover plates in the form of continuous Beams or webs cover the entire space between the cover plates bridge so that closed cassettes are formed, between which no transition is possible. That means that Introducing loose or soft insulation material between the Cover plates only in cassettes and before assembly the cover plates can happen.
  • the invention is based on the object to create a component of the type in question, in which the heat transfer between the cover plates is reduced and the Filling with insulation between the cover plate is facilitated.
  • the connecting elements in bar form of the known components are replaced by the metallic spacers, which are only one low, not significantly hampering the introduction of insulation material
  • Have cross-section, which is due to their metallic design is possible.
  • the tensile and bending strength of a metallic component which in practice will mostly consist of steel is essential higher than for a component made of wood, wood chip or similar Material. In this way, with small cross sections occurring forces are transmitted between the cover plates, the small cross sections at the same time for a low heat transfer through lines along the spacers.
  • the spacers are not directly on the Attack cover plate, but on at least one side with your maintain a distance there from the cover plate in question, by attaching to block-like, no elements forming thermal bridges are attached.
  • the invention has already been achieved, if only on a cover plate the block-like elements for the attack of the spacers are provided.
  • the embodiment in is preferred which the block-like elements face each other on the mutually facing sides of both cover plates are present.
  • the block-like elements by over essential parts of the width of the cover plate or its entire width continuous ribs must be formed.
  • Ribs are preferred because they stiffen the cover plates and make the component statically cheaper. Ribs that on one cover plate are attached, but should not extend to the other Cover plate enough, but leave a distance.
  • a medium between the cover plates Zone remain that crosses only by the spacers and is free of other obstructions.
  • width and length of the components are in width and length of the components only a few spacers are provided.
  • the "width" of the components will usually correspond to the usual floor height or the Span of common ceilings or rafters.
  • the ribs run parallel to each other, especially in the vertical or the direction of fall of such a component.
  • a maximum of three spacers may be provided, e.g. on the one Level of the components parallel side two and on the opposite Side one.
  • the elongated metallic spacers a first group in one Is at an angle to the cover plates, and form a second group, the opposite at an angle to the cover plates stands.
  • the spacers can both on opposite sides parallel to the surface of the component Groups attacking sides of the ribs at different Places along the ribs, e.g. the spacers one side in the middle between two spacers the other side.
  • the stability perpendicular to the ribs can, however, according to Claim 10 can be improved in that spacers of the two Groups crossed to each other in pairs to the cover plates opposite sides of the ribs.
  • This arrangement creates resistance against Coupling forces parallel to the ribs not only on the bending strength of the individual spacers, but this resistance doubles through the arrangement in pairs.
  • the components should be on the edges be open. This applies particularly to the edges in the direction of fall. hereby it is by fitting the components together accordingly possible one from one component to the neighboring to create a continuous uniform isolation space, which at Erection of the structure with at least two neighboring components can be filled in one go at the same time. So it's not more necessary, each component individually before or during construction to provide the building with insulation material, but it can for example with a floor-to-ceiling component and one on it adjoining inclined roof element, so with one already erected building, done in one because of the insulation material or the pipes or hoses for its introduction blowable insulation material or soft mats or pillows Insulation material from above through the entire interior of both adjacent components can be passed.
  • An advantageous embodiment the invention according to claim 14 is that one of the A solid wood or wood-based panel from one of them to carry one corresponding to their horizontal extension Portion of a projectile load enabling thickness. Such an embodiment comes primarily, but not only for vertical wall parts of a building.
  • the solid wood or wood-based panel is located here preferably on the side facing the interior of the building and serves as a brick wall to support a ceiling or the Roof truss.
  • a with such a panel-shaped building has one higher solidity than if it were built with tabular elements would be that only as a cover plate on the side in question have a thin plate that is reinforced on the inside by the ribs is.
  • the wood or wood-based panel receives one sufficient stability if it is about 60 mm to 100 mm thick.
  • Wood or wood-based panel is a multi-layer locked wood panel (Claim 16), which can be designed according to claim 17.
  • the thickness is Board similar to a block board made of several layers of wooden boards or wooden slats that directly adjoin one another within a layer and are parallel to each other, but with the directions at adjacent layers are different and e.g. below 90 ° Degrees to each other.
  • the cover plate thus formed is compact, i.e. the entire volume of the cover plate is filled with wood.
  • the number of layers must always be odd, e.g. three, five, etc. It it is understood that when using such a tabular Component for an upright wall, the outer layers have vertical alignment of the boards or slats.
  • the single ones Boards or laths can be glued or nailed together, stapled or the like.
  • multi-layer locked wooden panel come also other functionally equivalent wood-based panels more appropriately Thickness, e.g. thick chipboard or the like.
  • the preferred arrangement provides according to claim 18 that the cover plate formed by the thick wood or wood-based panel is arranged on the inside of the building.
  • the invention is also embodied in a spacer according to claim 19 for a tabular Component according to one of claims 1 to 18, which by an im essential flat strip-shaped nail plate is formed, which has at least one end of nail zones that attack the to the cover plates perpendicular side surfaces of the block-like Elements or ribs are determined.
  • a nail plate with beads or Similar reinforcements in this sense are still considered “in essentially "apply.
  • the strip-like nail plates are thus in the finished Building element with its plane in a parallel to the ribs the cover plates vertical plane.
  • the nail zones can be one Multitude of "nails" distributed over the extent of the nail zones exhibit than the actual nails that can be understood nailed through appropriately distributed holes in the nail plate are, but also through from the material of the nail plate embossed at an angle of 90 °, e.g. triangular tips formed can be even in the block-like elements or ribs can be hammered in or pressed in with a nail press.
  • the nail sheets can be near at least one end according to claim 20 have the aforementioned stops, the take an angle of 90 ° to the nail plate and on the outer longitudinal end face of the block-like element or the rib support.
  • the attacks by out of the plane protruding ribs or webs of the perforated plate.
  • stops can be at an angle, e.g. about below 45 °, to the longitudinal direction of the spacers, the stop surfaces are the flat side surfaces of the stops (claim 22).
  • the stops on the longitudinal edges of the Nail plate be arranged and run parallel to them, wherein the stop surfaces are the end edges perpendicular to the nail plate the attacks are (claim 23).
  • the attacks can in particular by cranking the Material of the strip-shaped nail plate can be formed (claim 24). But it is also possible to make the stops on the material of the Welding or gluing nail plates (claim 25).
  • the stops can also be protruding from the nail plate Pins are formed, e.g. through holes in the nail plate seated pins or welding studs (claim 26).
  • the invention is also embodied in one Rib pair carrier according to claim 28 and in a building Claim 29 and / or 30.
  • the presence of the continuous Interior opens up the possibility of easy supply lines such as electrical lines or plastic hoses formed water pipes that easily make the transition between wall and ceiling.
  • a method for erecting such a structure can be according to Claim 31 consist in the fact that the continuous isolation space it with a single component, be it with neighboring components after erecting and joining with heat insulation material or insulation material is filled in, e.g. by after Claim 32 the isolation room with a finely divided fibrous Thermal insulation material is blown out, which according to claim 33 Cellulose fibers, e.g. from shredded newsprint.
  • an alternative procedure consists in Foaming the isolation room.
  • isolation room stuffed with a bonded soft thermal insulation material is (claim 35).
  • This heat insulation material may e.g. no rigid foam be that has a considerable structural strength. Rather, it should Thermal insulation material just be bound so that it does not is more than loosely addressed and easy to use.
  • the spacer designated as a whole in FIG. 1 consists of 10 from a strip-shaped nail plate with a rectangular plan 1 made of steel about 5 to 10 cm wide and 30 to 60 cm long, depending on the thickness of the component to be manufactured.
  • the strength of the Nail plate 1 can be approximately 1.5 to 3 mm.
  • At both ends has the nail plate 1 nail zones 2 and 3, in which the surface of the nail plate 1 is evenly studded with nails 4, the real, Perforations of the nail sheet 1 through nails or from Material of the nail plate 1, triangular nail tips embossed by 90 ° be able to perform the same function.
  • the Nails 4 are in the neighboring with a usual nail press Wood pressed in.
  • Stops 5,6 formed perpendicular to the plane of the nail plate 1 stand up and stripes across the width of the Nail sheet 1 or at least a substantial part of this Extend width.
  • the stops 5.6 take in the embodiment with the longitudinal edges 1 'and 1 "of the nail plate 1, respectively Angle ⁇ of 45 °, so that the stops 5.6 each other are parallel. Other angles ⁇ are also possible, the However, stops 5,6 generally remain parallel to each other become.
  • the stop 5 is in the embodiment with a a longitudinal edge with the nail plate 1 welded flat sheet metal strips formed, the stop 6 by cranking the nail plate 1 itself. This was generated by the nail plate 1 at the angle ⁇ to the longitudinal edge 1 "according to FIG. 1 upwards Was angled 90 °, then in one of the widths of the stop 6 corresponding distance from the nail plate 1 by one to this parallel edge was bent back by 180 ° and finally by 90 ° was angled into the plane of the nail plate 1.
  • the stops 5.6 come with the facing each other Side faces 5 ', 6' forming stop faces on the sides toward one another connecting and to keep spaced wooden elements for System, as will be explained with reference to FIGS. 3 to 5.
  • the stop 5 on the left side of FIG. 1 is at 5 " shown broken off; in practice, the stop 5 would continue to in the vicinity of the upper longitudinal edge 1 "of the nail plate 1 in FIG. 1 go through.
  • 1 there is an alternative embodiment indicated in a partial punching of the nail plate 1 consists of 90 ° on one side where the depression still exists is angled and a triangular in the embodiment Stop 45 forms. There are at least two such angled ones Stops 45 provided with the same bend line. The attacks 45 are as far apart as possible and are in close to the longitudinal edges 1 ', 1 ".
  • FIG. 2 is another embodiment 20 of a spacer shown, in which the flat, strip-shaped stops 15,16 do not extend across the width of the nail plate 1, but around the same Longitudinal edges by 90 ° to the same side, i.e. the nail side, are angled. While with the spacer 10, the side surfaces 5 ', 6' of the stops 5, 6 form the investment zones, it is with the Spacers 20 which are perpendicular to the longitudinal direction of the nail plate 1 Front edges 15 ', 15 "and 16', 16" of the stops 15 and 16.
  • edges 15 ', 16' facing the same end of the nail plate 1 or 15 ", 16" on the two long sides of the nail plate 1 existing stops 15, 16 - in the longitudinal direction of the nail plate 1 seen - lie at the same height and the wooden element to be connected is a bar, this extends at right angles to the Nail plate 1.
  • the edges are not at the same height - as in the version shown with solid lines - and beams to be connected at the edges 15 ', 16 "' or 16", 15 “' they lie at an angle ⁇ to the longitudinal direction or the longitudinal edges 1 ', 1 "of the nail plate, in the embodiment about below 45 °
  • a spacer 30 is shown, in which the Stops 25 are formed by pins which, as I said, in perforations of the nail plate 1 can be pressed. But it is also possible to form the pins 25 by welding studs, which are on the nail plate 1 be welded on by resistance welding.
  • components 40 are shown, which under Use of the spacers 10 are made. It could also be the Spacers 20 or 30 are used.
  • FIG. 4 such is designated by 40 tabular Component represented, which two outer, parallel to each other opposite, with their outer surfaces a distance 9 from includes 30 cm cover plates 7.8.
  • the Cover plates 7,8 consist of wood-based panels such as chipboard or OSB boards or a similar material.
  • To each other facing inner sides 7 'and 8' of the cover plates 7,8 are each other parallel ribs 11, 12 in the form of wooden beams or rafters nailed, tacked, or similar attached, with their mutually facing end faces 11 ', 12' one Leave distance 13 of the order of 10 cm.
  • the above Distances are only exemplary and can vary depending on the construction and size of the component 40 can also be chosen differently.
  • Ribs 11.12 and thus the cover plates 7.8 are by pairs of Spacers 10 connected to each other and kept at a distance.
  • the spacers 10 correspond to FIG. 1 and are with their Nail zones 2 and 3 to the perpendicular to the cover plates 7,8 Side surfaces 11 ", 12" of the ribs 11, 12 nailed as shown in FIG 4 to 6 can be seen.
  • the stops 6 are on the mutually facing longitudinal end faces 11 ', 12' of the ribs 11, 12 and stabilize the spacers 10 against pivoting 4 parallel to the plane of the drawing, which when the Otherwise nail connection could occur.
  • the angle ⁇ is the Inclination of the spacers 10 indicated and is in the Embodiment 45 ° on the opposite side surfaces the ribs 11, 12 is the spacer 10 there in the opposite direction Inclination provided so that the spacers in the Cross the area of the distance 13, as can be seen from FIGS. 4 and 6 is.
  • the crossing gives stability in both directions parallel to the ribs 11, 12 and also perpendicular thereto, that is in the thickness direction of the Component 40.
  • the inclination angle ⁇ of 45 ° is a feature of the embodiment.
  • the desired effect can be usable Scope can also be achieved at other inclination angles where the crossing angle is then no longer 90 °, and even at an arrangement of the longitudinal direction of the spacers 10 perpendicular to Longitudinal direction of the ribs 11, 12.
  • two ribs 11, 12 with e.g. four Spacers 10 are prefabricated to pairs of ribs 60 (Fig. 3rd and 5) which are inherently resistant to deformation and easy to handle as a whole Form components, be covered with the cover plates 7,8 and then that Component 40 result.
  • the pair of ribs 60 can be used in the construction of the building Production of components 40 (e.g. wall, ceiling, roof) such as handles, Bars, rafters or beams can be used.
  • the cover plates 7, 8 and the ribs 11, 12 can be straight, i.e. be cut perpendicular to the plane of the cover plates 7,8, as it is on left end of Fig. 4 is indicated. However, this is not mandatory.
  • the edge of the component 40 can also be designed differently, as is on the right side of FIG. 4 and in 7 and 8 is shown.
  • the edges of the Component 40 at least the upper and lower edges in one Direction parallel to the cover plates open to the outside, i.e. Not blocked by covers or cross members, so that a transition from the free space 17 of the one component 40 to the free space 17 of an adjacent component 40 in the sense arrows 22 of FIGS. 7 to 9 is possible.
  • the ribs 11, 12 go in the solid representation of FIG. 4 from left to right over the extent of component 40 by. However, this is not mandatory.
  • a block-like element 14 indicated by dashed lines, which is essential is shorter and only extends over the attachment area of a pair of Spacers 10,10 extends. For static reasons, however continuous rib 11, 12 should generally be preferred.
  • the 50th can be up to 150 cm and are also common with rafters.
  • the space 17 goes perpendicular to the drawing plane of FIG. 5 between the cover plates 7,8 over their entire extent undisguised by. This also applies essentially to the vertical Direction where in the middle a distance 13 between the ribs 11.12 there is a corresponding space that extends over the whole Extension of the component 40 perpendicular to the ribs 11, 12 continues throughout. This space is used exclusively by crosses the spacers 10.10. You have only a minor one Cross section and hinder the distribution of insulation material between the cover plates 7.8 hardly.
  • the rib pair carrier 60 can form, which are prefabricated separately and then with the Cover plates 7,8 are covered to form the component 40.
  • the rib pair carrier 60 and the entire component 40 are at 31st shown interrupted to indicate that the pair of ribs 30th and the component 40 along the rib pair carrier 30 different Can have expansion, as is the function and the constructive Require circumstances of the individual case.
  • a building corner 50 is indicated schematically in FIG. 7.
  • the two upright components 40, 40 forming the walls meet in the horizontal plane at an angle of 90 °.
  • a Transition into the free insulation space 17 of the other component 40 possible, as indicated by arrow 22.
  • the outer Cover plates 7 consist of weatherproof or weatherproof covered Plates 27, the inner cover plates 8 from 28 interior panels Constructionally suitable locations are in the components 40.40 Ribbed pair carrier 60 provided that the free continuous Insignificantly affect insulation space 17, 17.
  • FIGS. 2 to 5 are a building or structure 70 in the form of a small one House recognizable, in which an upright wall 18 by a Component 40 according to FIGS. 2 to 5, a roof panel 19 through another such component 40 and a ceiling 21 through one further such component 40 are formed.
  • the components 40 each have cover plates 7, 8 in the form of weatherproof plates 27 or interior construction panels 28 or in the form of two interior construction panels 28 (ceiling 21).
  • There are pairs of ribs 60 with ribs 11, 12 are provided, which are only indicated by spacers 10 connected and kept at a distance.
  • the inner free isolation space 17 of the roof panel 19 goes into the without interruption Isolation space 17 of the upright wall panel 18 as indicated by the Arrow 22 is indicated.
  • isolation spaces between the cover plates 7,8 can be seen from above when assembling the house such as by blowing cellulosic fiber material or in similarly done because of a continuous, undisguised Isolation space 17, 17 between the cover plates 7, 8 of the neighboring ones Components 40 and 40 is present. Because the isolation rooms 17.17 supply lines such as electrical Lines 29 before filling the insulation rooms 17, 17 with insulation material in the same from component to component be relocated.
  • a building 80 is shown, in which the vertical wall 18 'with the help of modified tabular Components 40 'is formed.
  • Parts corresponding to FIG. 8 functionally have the same reference numbers characterized.
  • the wooden plate 35 facing the interior of the structure 80, the forms a cover plate of the tabular component 40 ' has several Layers 35 ', 35 ", 35"' (Fig. 10), each of them parallel from each other Boards or slats 36 or 37 or 38 are made, which are close together are parallel to each other.
  • 10 is under the top layer 35 'a second layer 35 "in which the boards or battens 37 face each other those of the position 35 'are offset by 90 °.
  • the outer layers 35 ', 35 "' are in Installation condition arranged vertically.
  • the spacers 10 are in this example directly on the thick plate 35 attached.
  • a rib 12 as in the embodiment 8 is missing here on the inside of the tabular component 40 '.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Building Environments (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Laminated Bodies (AREA)
EP02028822A 2001-12-29 2002-12-21 Panneau, espaceur et poutre en treillis adapté pour ce panneau, bâtiment et méthode de construction Expired - Lifetime EP1323876B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10164421 2001-12-29
DE10164421A DE10164421A1 (de) 2001-12-29 2001-12-29 Tafelförmiges Bauelement, dafür geeigneter Abstandhalter und Rippenpaarträger, damit errichtetes Bauwerk und Verfahren zu seiner Errichtung

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EP1323876A1 true EP1323876A1 (fr) 2003-07-02
EP1323876B1 EP1323876B1 (fr) 2007-12-05

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EP02028822A Expired - Lifetime EP1323876B1 (fr) 2001-12-29 2002-12-21 Panneau, espaceur et poutre en treillis adapté pour ce panneau, bâtiment et méthode de construction

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EP (1) EP1323876B1 (fr)
AT (1) ATE380277T1 (fr)
DE (2) DE10164421A1 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2873728A1 (fr) * 2004-07-29 2006-02-03 Jean Luc Sandoz Element plan de construction et agencement forme a partir d'un ou plusieurs elements
FR2996572A1 (fr) * 2012-10-05 2014-04-11 Jacques Hengy Poutrelle structuree et element modulaire de construction realise avec cette poutrelle
US11643810B2 (en) 2020-08-13 2023-05-09 Certainteed Llc Loose-fill insulated building structures and methods for making them

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH270480A (de) 1948-05-20 1950-09-15 Ag Interwood Bauelement und Verfahren zu dessen Herstellung.
DE3017332A1 (de) * 1980-05-06 1981-11-12 Masonite AB, Rundviksverken Bauelement, insbesondere dachbauelement
DE3638288C1 (de) * 1986-11-10 1988-02-11 Simon Dr Aicher Decken- und/oder Wandelement,insbesondere fuer Fertighaeuser
WO1997039204A1 (fr) 1996-04-15 1997-10-23 Grüninger, Pius Module de construction et systeme de modules de construction pour la realisation de constructions plates, en particulier de murs
DE19957080A1 (de) 1999-11-30 2000-11-23 Koehnke Ernst Ulrich Kastenträger aus Holz und Holzwerkstoffen, Verfahren zur Herstellung
WO2001016440A1 (fr) * 1999-08-31 2001-03-08 Owens Corning Systeme de rattrapage d'un mur pour ameliorer l'insonorisation

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1524383A (en) * 1975-08-21 1978-09-13 Torvale Holdings Ltd Facing unit for a wall block
DE9103991U1 (de) * 1991-04-03 1992-07-30 Wasenius, Birger E., Dipl.-Ing., Söderkulla Bauelement
DE4424910A1 (de) * 1994-07-14 1996-01-18 Ensle Paul Stiftung Abstandhalter
DE29705708U1 (de) * 1997-04-01 1997-05-22 Kern, Bernhard, 86399 Bobingen Bauelement insbesondere zur Herstellung von Wänden, Decken und Dächern eines Gebäudes

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH270480A (de) 1948-05-20 1950-09-15 Ag Interwood Bauelement und Verfahren zu dessen Herstellung.
DE3017332A1 (de) * 1980-05-06 1981-11-12 Masonite AB, Rundviksverken Bauelement, insbesondere dachbauelement
DE3638288C1 (de) * 1986-11-10 1988-02-11 Simon Dr Aicher Decken- und/oder Wandelement,insbesondere fuer Fertighaeuser
WO1997039204A1 (fr) 1996-04-15 1997-10-23 Grüninger, Pius Module de construction et systeme de modules de construction pour la realisation de constructions plates, en particulier de murs
WO2001016440A1 (fr) * 1999-08-31 2001-03-08 Owens Corning Systeme de rattrapage d'un mur pour ameliorer l'insonorisation
DE19957080A1 (de) 1999-11-30 2000-11-23 Koehnke Ernst Ulrich Kastenträger aus Holz und Holzwerkstoffen, Verfahren zur Herstellung

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2873728A1 (fr) * 2004-07-29 2006-02-03 Jean Luc Sandoz Element plan de construction et agencement forme a partir d'un ou plusieurs elements
FR2996572A1 (fr) * 2012-10-05 2014-04-11 Jacques Hengy Poutrelle structuree et element modulaire de construction realise avec cette poutrelle
US11643810B2 (en) 2020-08-13 2023-05-09 Certainteed Llc Loose-fill insulated building structures and methods for making them

Also Published As

Publication number Publication date
ATE380277T1 (de) 2007-12-15
DE50211316D1 (de) 2008-01-17
DE10164421A1 (de) 2003-07-17
EP1323876B1 (fr) 2007-12-05

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