EP0193689B1 - Vorgefertigtes Ständerwerk für die Herstellung von Wänden - Google Patents

Vorgefertigtes Ständerwerk für die Herstellung von Wänden Download PDF

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Publication number
EP0193689B1
EP0193689B1 EP19850400435 EP85400435A EP0193689B1 EP 0193689 B1 EP0193689 B1 EP 0193689B1 EP 19850400435 EP19850400435 EP 19850400435 EP 85400435 A EP85400435 A EP 85400435A EP 0193689 B1 EP0193689 B1 EP 0193689B1
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EP
European Patent Office
Prior art keywords
posts
arms
strake
arm
frame according
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP19850400435
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English (en)
French (fr)
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EP0193689A1 (de
Inventor
Yves Raoul Vaslier
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Individual
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Individual
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Filing date
Publication date
Priority to FR8314521A priority Critical patent/FR2551788B1/fr
Application filed by Individual filed Critical Individual
Priority to AT85400435T priority patent/ATE57220T1/de
Priority to EP19850400435 priority patent/EP0193689B1/de
Priority to DE8585400435T priority patent/DE3580028D1/de
Publication of EP0193689A1 publication Critical patent/EP0193689A1/de
Application granted granted Critical
Publication of EP0193689B1 publication Critical patent/EP0193689B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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    • 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
    • E04C2/40—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 a number of smaller components rigidly or movably connected together, e.g. interlocking, hingedly connected of particular shape, e.g. not rectangular of variable shape or size, e.g. flexible or telescopic panels
    • 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
    • E04C2/38—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 with attached ribs, flanges, or the like, e.g. framed panels
    • E04C2/386—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 with attached ribs, flanges, or the like, e.g. framed panels with a frame of unreconstituted or laminated wood

Definitions

  • the present invention relates to a prefabricated framework for the construction of walls, more particularly although not exclusively partitions or walls, this framework comprising a plurality of spaced uprights, to which are articulated arms.
  • Skeletons of this type are known, for example from GB-A-155 682, DE-A-385 976, DE-A-868 508, GB-A-786 884 and NL-A-72 07690.
  • said articulated arms connect the uprights together so that two or more consecutive uprights form, with the associated arms, a deformable parallelogram.
  • foldable frames are obtained which can be prefabricated in the factory and deployable on the site, in order to form the frame of a wall to be constructed.
  • this foldable and deployable part a low rail and a high rail, to which the ends of said uprights are connected, which are then arranged vertically.
  • Such frames are widely used because they greatly simplify the construction of buildings, and in particular of individual houses. However, they have drawbacks, generally due to their insufficient rigidity.
  • the vertical uprights of a frame are regularly distributed according to a modular spacing, which does not necessarily correspond optimally to the distribution of vertical loads which are exerted on the frame.
  • a high beam in particular when a large load is applied between two uprights, instead of being applied vertically to one of them, this results in warping of said frame.
  • This drawback is aggravated by the fact that the modular spacing between two vertical uprights is generally smaller than the width of the openings which must be made in the wall for the installation of windows or doors.
  • the modular framework must be interrupted at these locations, which further disrupts the distribution of the loads exerted on the wall and the risks of warping or buckling of the framework.
  • any displacement of such an opening relative to a standard position of a standard framework for example to satisfy the personal tastes of a customer having his house built, entails a practically complete recalculation of said framework, to be sure that it will be able to resist the loads which will be applied to it.
  • the object of the present invention is to remedy these drawbacks by making it possible to considerably increase the rigidity of such a framework.
  • the prefabricated framework for the construction of walls, in particular partitions or walls, comprising on the one hand, a plurality of uprights parallel to each other and to each of which are articulated arms, and on the other hand, a high rail and a low rail to which the ends of said uprights are connected, is remarkable in that at each of said uprights is articulated at least one arm at its upper part and at least one arm at its lower part, the length of said arms being less than the spacing between two consecutive uprights and the respective articulation points being set back relative to the upper and lower ends of the upright and in that the free end of each upper arm and the free end of each lower arm are respectively connected to the top rail and the bottom rail at points arranged between two consecutive uprights.
  • the assembly of the upper arm and the upper arms on the one hand, and the assembly of the lower arm and the lower arms, on the other hand, form lattice beams giving great rigidity to the mounted frame.
  • the beam formed by the assembly of the top rail and the upper arms constitutes, with the rest of the framework, a real gantry.
  • each upright except possibly the end uprights, comprises two upper arms and two lower arms, an upper arm and a lower arm being connected respectively to the upper heald and to the lower heald on one side of said corresponding upright, while the other upper arm and the other lower arm are respectively connected to the upper rail and to the lower rail on the other side of said upright.
  • the upper arms and the lower arms respectively directed towards one another and belonging to two consecutive uprights are connected in common to the top rail and to the bottom rail, at a midpoint of the spacing between said amounts.
  • ends of said upper and lower arms are shaped to bear, respectively on the top rail and on the bottom rail.
  • connections between the healds and the uprights, on the one hand, and between the healds and the arms, on the other hand are produced by means of dowels, tenons or the like, passing through pre-drilled holes or mortises in said healds. and said uprights and arms.
  • the prefabricated frame according to the invention may be in the form of an assembly comprising a top rail, a bottom rail and a plurality of separate individual uprights, each provided with its arms.
  • this prefabricated framework may be in the form of an assembly comprising a top rail, a bottom rail and a deployable portion consisting of a plurality of uprights, each provided with its arms, the upper arms facing the two uprights consecutive being hinged to each other by their ends and the lower arms facing two consecutive uprights also being hinged to each other by their ends.
  • amounts are provided each consisting of two parallel wooden posts and secured by claw connectors and the ends of said arms articulated to an amount are located between the posts thereof.
  • bracing means arranged between said posts.
  • the portion 1 of prefabricated framework for the construction of walls, in accordance with the invention and represented in FIG. 1, comprises a plurality of uprights 2, parallel and regularly spaced apart by a distance D, a high rail 3 and a low rail 4.
  • Each upright 2 consists, as explained in French patent applications No. 2501807 and No. 2542048, of two wooden posts 5, parallel and spaced, assembled to each other by connectors with intermediate claws 6 and by end-claw connectors 7.
  • the claw connectors 6 and 7 consist, in known manner, of metal plates, having zones 8 provided with stamped claws 9, forced into the posts 5.
  • the end connectors 7 have a projection 10, beyond the end of said posts 5, but whose width is limited to the existing gap between the two posts 5.
  • Each projection 10 has a passage 11, in a direction parallel to the plane defined by the posts 5.
  • the rails 3 and 4 each consist of two horizontal pieces of wood 12, for example identical to the posts 5 and of square or rectangular section, assembled by an external strip 13.
  • the strip 13 of the bottom rail 4 rests on a concrete base 14.
  • the spacing of the pieces of wood 12 of a stringer 3 or 4 corresponds to the spacing of the posts 5 of an upright 2.
  • the uprights 2 and the rails 3 and 4 are arranged so that the projections 10 of the end connectors 7 are housed in the cavity delimited by the pieces of wood 12 and the strips 13.
  • the ends of each of the posts 5 are in contact of a piece of wood 12 of the top rail 3 or of the bottom rail 4, the plane defined by the two posts 5 of an upright 2 being transverse to the rails 3 and 4.
  • the two pieces of wood 12 of the top rail 3 and the bottom rail 4 are pierced with a plurality of transverse holes 15 in correspondence, these holes 15 forming a series of regular steps.
  • the ends of an upright 2 can be fixed to the top rails 3 and bottom 4 by means of transverse pins 16 passing through the pieces of wood 12 of said rails and the passage 11 of the end connectors 7.
  • the posts 5 can also be pierced with a plurality of transverse holes 17 in correspondence, into which pegs 18 can be introduced for the fixing of stiffening beams 19, passing between the two posts of the uprights 2 and provided with a plurality of through holes 20, for the passage of the dowels 18, allowing the joining of the lon- gerons 19 and the uprights 20.
  • each intermediate upright 2 are articulated at the upper part and at the lower part, two arms 21 which are located between the two posts of said upright and whose joints 22 (for example also of the type with pin) are set back from the corresponding end.
  • the two end uprights may have only one arm 21 at their upper part and only one arm 21 at their lower part.
  • each arm 21 is less than the spacing D between two consecutive uprights and, each time, an upper arm 21 of an upright 2 and an upper arm 21 of the neighboring upright 2 are joined to one another as well as the top rail 3, by their ends, at a point 23 equidistant from said uprights 2 consecutive. Likewise, each time, a lower arm 21 of an upright 2 and a lower arm 21 of the neighboring upright 2 are joined together, as well as at the bottom rail 4, by their ends, in a point 24 equidistant from the said 2 consecutive amounts.
  • connection points 23 and 24 corresponding to holes 15 and the junctions at these points are carried out by means of pins 25 passing through the holes 5 and holes 26 made in the ends of the arms 21 simultaneously (see FIG. 7).
  • ends of the arm 21 are each provided with a bevel 27 which bears against the internal face 13 of the strip 13 of the corresponding heddle 3 or 4.
  • the assembly of a heddle 3 or 4 and of the arms 21 which are there. connected forms a lattice beam, ensuring great rigidity to the unfolded frame 1.
  • the beam formed by the top rail 3 and the corresponding arms 21, forms with the rest of said frame, a gantry construction.
  • the framework 1 is in the form of an assembly comprising a top rail 3, a bottom rail 4 and a plurality of separate uprights 2 each provided with their arms 21, articulated at 22.
  • a top rail 3 a bottom rail 4
  • a plurality of separate uprights 2 each provided with their arms 21, articulated at 22.
  • the framework 1 is, if the beams 3 and 4 are excluded, in the form of a foldable assembly comprising a plurality of uprights 2 (including only two are shown in said figures), linked to each other by their arms 21, the opposite ends of which are articulated to each other, for example by means of a hollow axis 28, capable of being traversed subsequently by a pin 25 (see Figure 7).
  • Figures 6a to 6e show different relative positions that can take two uprights 2 consecutive and their arms 21 cooperating.
  • Bracing is provided by cables 29 anchored at their two ends to the end connectors 7 of different uprights 2 by means of fasteners 33 (see Figures 8, 9 and 10).
  • the lower anchoring of said bracing cables 29 can be further reinforced by means of a dowel 30, itself anchored in the concrete foundation 14.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Claims (9)

1. Vorgefertigtes Ständerwerk für die Herstellung von Wänden, insbesondere von Trenn- oder Innenmauern, bestehend einerseits aus mehreren parallel zueinander stehenden Ständern (2), die jeweils mit Armen (21) angelenkt sind, und andererseits aus einem oberen und einem unteren Rahmteil (3 bzw. 4), an denen die Enden der Ständer (2) befestigt sind, dadurch gekennzeichnet, daß an jedem der Ständer (2) zumindest ein Arm (21) an seinem oberen Teil sowie zumindest ein Arm (21) an seinem unteren Teil angelenkt sind, wobei die Länge derArme geringer ist als der Abstand D zwischen zwei aufeinanderfolgenden Ständern und wobei die jeweiligen Gelenkpunkte (22) gegenüber dem hohen und niedrigen Ende des Ständers rückgezogen liegen, und daß das freie Ende jedes oberen Arms (21) und das freie Ende jedes unteren Arms (21) jeweils mit dem oberen und dem unteren Rahmteil (3 bzw. 4) an zwischen zwei aufeinanderfolgenden Ständern (2) angeordneten Punkten (23, 24) verbunden ist.
2. Ständerwerk nach Anspruch 1, dadurch gekennzeichnet, daß jeder Ständer (2), gegebenenfalls mit Ausnahme der Endständer, zwei obere und zwei untere Arme (21, 21) aufweist, wobei ein oberer und ein unterer Arm jeweils mit dem oberen und dem unteren Rahmteil (3 bzw. 4) einer entsprechenden Seite des Ständers (2) verbunden ist, während der andere obere und der andere untere Arm jeweils an dem oberen bzw. unteren Rahmteil der anderen Seite des Ständers befestigt sind.
3. Ständerwerk nach Anspruch 2, dadurch gekennzeichnet, daß die oberen Arme und die unteren Arme, die jeweils zueinander weisen und zwei aufeinanderfolgenden Ständern (2) angehören, in einem Mittenpunktbereich (23, 24) des Abstandes D zwischen den Ständern gemeinsam mit dem oberen und dem uteren Rahmteil (3 bzw. 4) verbunden sind.
4. Ständerwerk nach einem der vorhergehenden Ansprüche 1 bis 3, dadurch gekennzeichnet, daß die Enden der oberen und der unteren Arme (21, 21) bei (27) zur diesbezüglichen Anlage an das obere und das untere Rahmteil konform ausgebildet oder formangepaßt sind.
5. Ständerwerk nach einem der vorhergehenden Ansprüche 1 bis 4, dadurch gekennzeichnet, daß die Verbindungen zwischen den Rahmteilen und den Ständern (2) einerseits und zwischen den Rahmteilen (3,4) und den Armen (21) andererseits mittels Pflöcken, Zapfen oder dgl. ausgeführt sind, die durch die in den Rahmteilen und den Ständern sowie den Armen vorgebohrten Stemm- oder Zapfenlöchern hindurchgeführt werden.
6. Ständerwerk nach einem der vorhergehenden Ansprüche 1 bis 5, dadurch gekennzeichnet, daß es vor dem Zusammenbau in Form einer Einheit vorliegt, die ein oberes und ein unteres Rahmteil (3 bzw. 4) sowie mehrere einzelne getrennte Ständer (2) aufweist, von denen jeder mit seinen Armen (21) versehen ist.
7. Ständerwerk nach einem der vorhergehenden Ansprüche 1 bis 5, dadurch gekennzeichnet, daß es vor dem Zusammenbau in Form einer Einheit vorliegt, die ein oberes und ein unteres Rahmteil (3 bzw. 4) sowie einen ausfahrbaren Abschnitt aufweist, der aus mehreren Ständern (2) gebildet ist, von denen jeder mit Armen (21) versehen ist, wobei die oberen, zu zwei aufeinanderfolgenden Ständern weisenden Arme bei (28) an ihren Enden und auch die unteren, zu zwei aufeinanderfolgenden Ständern weisenden Arme bei (28) an ihren Enden gelenkig miteinander verbunden sind.
8. Ständerwerk nach einem der vorhergehenden Ansprüche 1 bis 7 mit Ständern, die jeweils aus zwei parallelen und durch Aufnehme- oder Greifmittel verbundene Holzstäbe gebildet sind, dadurch gekennzeichnet, daß sich das Ende der an einem Ständer (2) angelenkten Arme (21) zwischen den Stäben (5) des Ständers befindet.
9. Ständerwerk nach Anspruch 8, gekennzeichnet durch Windverstrebungsmittel (29), die zwischen dem unteren Ende eines Ständers (2) und dem oberen Ende eines anderen Ständers (2) des Ständerwerks angeordnet und an Punkten der oberen und unteren Enden verankert sind, die zwischen den beiden Stäben (5) jedes entsprechenden Ständers (2) liegen.
EP19850400435 1983-09-13 1985-03-06 Vorgefertigtes Ständerwerk für die Herstellung von Wänden Expired - Lifetime EP0193689B1 (de)

Priority Applications (4)

Application Number Priority Date Filing Date Title
FR8314521A FR2551788B1 (fr) 1983-09-13 1983-09-13 Ossature prefabriquee pour la construction de parois
AT85400435T ATE57220T1 (de) 1985-03-06 1985-03-06 Vorgefertigtes staenderwerk fuer die herstellung von waenden.
EP19850400435 EP0193689B1 (de) 1983-09-13 1985-03-06 Vorgefertigtes Ständerwerk für die Herstellung von Wänden
DE8585400435T DE3580028D1 (de) 1985-03-06 1985-03-06 Vorgefertigtes staenderwerk fuer die herstellung von waenden.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR8314521A FR2551788B1 (fr) 1983-09-13 1983-09-13 Ossature prefabriquee pour la construction de parois
EP19850400435 EP0193689B1 (de) 1983-09-13 1985-03-06 Vorgefertigtes Ständerwerk für die Herstellung von Wänden

Publications (2)

Publication Number Publication Date
EP0193689A1 EP0193689A1 (de) 1986-09-10
EP0193689B1 true EP0193689B1 (de) 1990-10-03

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EP19850400435 Expired - Lifetime EP0193689B1 (de) 1983-09-13 1985-03-06 Vorgefertigtes Ständerwerk für die Herstellung von Wänden

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EP (1) EP0193689B1 (de)
FR (1) FR2551788B1 (de)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2551788B1 (fr) * 1983-09-13 1987-02-20 Vaslier Yves Ossature prefabriquee pour la construction de parois
ITNO20130004A1 (it) 2013-06-03 2014-12-04 Mauro Sica Sistema di pre-distanziamento collassabile particolarmente per gli elementi di un telaio strutturale

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB155682A (en) * 1919-10-14 1920-12-30 Gustave Robert Speaker Improvements in building frames
DE385976C (de) * 1920-10-23 1923-12-01 Hans Zamecznik Verfahren zur Herstellung des Traggerippes flaechenartiger Bauteile, wie Waende, Decken, Daecher
US1607166A (en) * 1925-08-03 1926-11-16 Mccall Benjamin Bartley Building construction
FR865406A (fr) * 1940-01-24 1941-05-23 Perfectionnements aux maisons en bois
DE868508C (de) * 1950-03-17 1953-02-26 Henry Dipl-Ing Lutz Herstellung von Wandskeletten, Decken und Daechern fuer Hoch- und Tiefbauten
GB786884A (en) * 1953-02-07 1957-11-27 James Richard Dartford Improvements in or relating to structural systems and parts for buildings
NL7207690A (de) * 1972-06-07 1973-12-11
FR2551788B1 (fr) * 1983-09-13 1987-02-20 Vaslier Yves Ossature prefabriquee pour la construction de parois

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Publication number Publication date
FR2551788B1 (fr) 1987-02-20
EP0193689A1 (de) 1986-09-10
FR2551788A1 (fr) 1985-03-15

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