WO2004099516A1 - Systeme d'elements de construction assembles - Google Patents

Systeme d'elements de construction assembles Download PDF

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Publication number
WO2004099516A1
WO2004099516A1 PCT/EP2004/004736 EP2004004736W WO2004099516A1 WO 2004099516 A1 WO2004099516 A1 WO 2004099516A1 EP 2004004736 W EP2004004736 W EP 2004004736W WO 2004099516 A1 WO2004099516 A1 WO 2004099516A1
Authority
WO
WIPO (PCT)
Prior art keywords
component
anchor
composite anchor
connection
components
Prior art date
Application number
PCT/EP2004/004736
Other languages
German (de)
English (en)
Inventor
Paul Reichartz
Original Assignee
Induo Gesellschaft Zur Verwertung Von Schutzrechten Mbh & Co. Kg
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
Application filed by Induo Gesellschaft Zur Verwertung Von Schutzrechten Mbh & Co. Kg filed Critical Induo Gesellschaft Zur Verwertung Von Schutzrechten Mbh & Co. Kg
Priority to EP04730987A priority Critical patent/EP1631727A1/fr
Publication of WO2004099516A1 publication Critical patent/WO2004099516A1/fr

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Classifications

    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • E04B2001/264—Glued connections
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • E04B2001/2652—Details of nailing, screwing, or bolting

Definitions

  • the invention relates to a system of interconnected components, in particular a structural system, with a first component in which a composite anchor provided with thorns is let in, the thorns engaging in the first component, and with at least one further component.
  • a typical example of the constructions mentioned here is timber construction, in which beams or similar supporting elements are connected to one another to form load-bearing wall, floor and / or roof structures.
  • Various combinations of materials are also used, ie the material wood can be combined with concrete as a filling compound and also with plastic or metal parts.
  • Solid wood, glued laminated timber and other wood-based materials are suitable for the material wood, whereby the solid wood can be designed in particular in the form of round timber, beams, squared timber, planks and crossbeams, which can absorb and transmit relatively high forces compared to the size of their cross-section Location.
  • a cross bar is understood here to be a bar that is formed by dividing one or more tree trunks and rotating the sections about their longitudinal axis and then connecting these parts to form a new bar, with the originally outer parts of the tree or the inner parts then lying inside Arched surfaces forming trees form an opening that extends essentially centrally along the crossbar.
  • connections particularly in the area of the ends of these components, have been developed in a variety of ways and put into practice.
  • front-side connections can also be achieved by a so-called beam joint, in which the cross-directional dowel is of a special design Beam sides in the area of their ends are covered on both sides with supporting parts for power transmission.
  • connection systems constructed with them are very complex, both in production - e.g. in the case of butt joints via pins and grooves to be formed in the supporting parts to be connected - and also with regard to the large number of individual parts required, which, moreover, have to be adapted and complicated and frequently installed on-site in uncomfortable positions.
  • these known connection systems can only be implemented in such a way that they are visible to the outside, unless in the relevant areas, e.g. additional lamination measures would be taken in the area of the tabs or dowel faces.
  • DE 197 01 458 Cl discloses a timber construction connection for connecting a crossbeam at the end. It has a composite anchor which is embedded in at least one area of an opening which extends over the entire length of the crossbeam, in such a way that its outer end is set back with respect to the end face of the beam.
  • the composite anchor has a rod-shaped core with projecting spikes and a connection option on at least one of the core ends.
  • the invention has for its object to propose a system of the type mentioned, in which a variety of different connection nodes can be made with few parts, which is easy to install and is also visually appealing.
  • Components in the sense of the invention are, in particular, elements of a supporting structure that are subjected to bending, torsion, tension or pressure, such as supports, posts, beams, bars or bars, but also elements to be connected to a support or supporting structure, such as in particular holders for Objects or apparatus to be attached to a carrier.
  • the forces are absorbed by the composite anchor in its interior.
  • the composite anchor is supported in the interior of the first component via its spikes, so that the forces are effectively transferred over a large surface between the composite anchor and the first component, with the result that reinforcing elements are usually on the outer surfaces of the to be connected Components in the area of a node, such as nail plates, can be omitted.
  • a component with a composite anchor according to claim 1 is easy to manufacture, in particular the insertion of the composite anchor in a component can be extremely simple, as will be explained in the following.
  • the system according to the invention can be assembled on site and without great effort, since the node connections to be joined are stable and, in particular, no complex fittings to be attached from the outside are necessary.
  • connection options come into consideration as connection options.
  • the composite anchor has a bore with an internal thread as a connection option, which interacts with a connection option with a threaded bolt of a further component.
  • the bore with an internal thread can be designed, for example, as a blind hole, the longitudinal axis of which runs parallel to or in alignment with the longitudinal axis of the further component.
  • a composite anchor designed in this way including a corresponding opening in the first component aligned with the bore, it is possible in an extremely simple manner to place a further component laterally on the first component and with the first component, for example via a screw bolt provided on the end face of the component to be fitted to connect, as is easily possible, for example, with an end connection known from DE 197 01 458 Cl.
  • the bore with an internal thread can also run through the composite anchor, so that a component can alternatively be connected to one of the two sides of the first component or two components on both sides of the first component.
  • connection possibility is that the composite anchor has a bore designed for a bayonet lock, which interacts with a connection possibility designed as a bayonet lock element of a further component.
  • connection possibility designed as a bayonet lock element of a further component.
  • connection system is of course also reversible, in which case the composite anchor in the first component has a bolt, in particular a threaded bolt, as a connection option, which interacts with a bore, in particular with an internal thread, of a connection option for a further component.
  • the composite anchor has as a connection option a through-hole extending through the composite anchor, into which a bolt connected to one of the other components engages, the bolt being provided on at least one side with a security against slipping out of the bore.
  • the longitudinal axis of the bore can, like the longitudinal axes of the previously described connection options of the composite anchor, run parallel to the longitudinal axis of an obliquely or transversely connected component or be flush with it, in which case the bolt engaging in the bore is regularly fastened in the region of the end face of the component to be connected will be.
  • the bore and the bolt can run transversely to the alignment of the component to be connected and at the same time also transversely to the longitudinal axis of the composite anchor in the first component.
  • This can be used, for example, to fasten double beams in pliers-like design to both sides of the first component, which have through holes on the front side, with which the beams are attached to both ends of the bolt and are prevented from slipping out by nuts or similarly acting securing elements placed on their ends. be secured.
  • the components are even connected to one another in an articulated manner, which can be advantageous depending on the requirements of the system according to the invention.
  • connection options running transversely or obliquely to its longitudinal axis in different connection levels.
  • a connecting node is to be created in which the forces are absorbed over a certain spatial extent of the shear connector, instead of - as is the case in many known connecting nodes - the resultants of the tensile or compressive forces absorbed by a connecting node intersect at one point and the connection node is thereby exposed to a considerably greater load.
  • connection options of adjacent connection planes are pivoted at an angle, in particular at an angle of 90 °, to one another.
  • This makes it possible to connect several further components to the first component in different orientations.
  • This in particular enables a construction with at least two of the further components to be connected to the first component, each of which has the same cross-section, is connected to the first component at the same height and extends in different directions from the first component, with the same What is meant by the same extent of the end connection faces of the further components with respect to the length of the first component.
  • the components connected to the first component can be used, for example, for a mullion / transom construction in a wall construction lie in a horizontal plane while the first component is arranged vertically, it being useful and advantageous, for example, that the at least two components are connected to the first component in alignment with one another.
  • the composite anchors with thorns can be embedded particularly well in cross beams.
  • the two halves of the crossbar are glued together from two parts. Thereafter, such are provided at the points where openings in the crossbar are necessary to access the connection option of the composite anchor.
  • the composite anchor can then be inserted at the intended location in the longitudinal opening of one half of the crossbeam, whereupon the second half is glued to the first half under pressure, with the spikes pressing into or into the inside of the crossbeam intervene blind holes already provided.
  • the opening running longitudinally in the crossbar does not necessarily have to be in the middle, it can also run parallel to its central longitudinal axis. This can be used so that the composite anchor let into the recess can be laid into the tension or compression plane of the component. You can also change the surface torque of the component by moving the recess from a central position and thereby optimize the bending or torsional rigidity of the component for an assumed load case. This applies not only to crossbeams, but to a large number of other types of components.
  • the components can also be made partially or entirely of concrete.
  • the spikes of a composite anchor provided it is embedded in the component, enable the composite anchor to be anchored very firmly in the component. To ensure that the connection options remain accessible from outside the component, appropriate precautions must be taken so that openings remain in the component at the necessary points when the concrete is poured.
  • the components can consist of different materials, in particular a composite material, in order to achieve sufficient rigidity of the component for the respective application.
  • the possibility of connecting one of the further components can be designed such that it enables an end connection of this component to the first component.
  • This is particularly advantageous insofar as all parts necessary for the connection of the components lie inside the components connected to one another and are therefore not visible from the outside.
  • the component to be connected has for this purpose a composite anchor which engages in the component with spikes and has connection options on the end face.
  • a composite anchor suitable for the system according to the invention should preferably be rod-shaped and have bores in different planes transversely or obliquely to its longitudinal direction, which in particular can be designed with or without an internal thread and as blind holes or as through bores. It can be advantageous if the holes are neighboring planes are offset from one another at an angle, in particular at an angle of 90 °. Even if an actual connection of another component is not provided for every connection possibility in a structural structure on the component in which the composite anchor is to be used, composite anchors designed in this way can be used universally.
  • a flat surface is preferably formed on the surface of the composite anchor in the area of the planned bores in relation to its longitudinal axis.
  • the core of a composite anchor can be designed differently in cross-section, and its shape can be selected, for example, according to the recess available in a component for the composite anchor.
  • the core preferably has a polygonal cross section, in particular with equilateral outer edges. This can result in advantages when positioning the composite anchor in the recess provided for it.
  • the core cross section can be essentially square or else round, in particular circular.
  • the composite anchor As with the previously known compound anchor acting on the end face, it is also advantageous for the composite anchor with connection options for the lateral connection of workpieces if the spikes are arranged on mutually opposite sides of the compound anchor in substantially parallel planes to one another. This is particularly advantageous for use in components into which the composite anchor is pressed, since in this case the composite anchor is pressed with the NEN can be aligned in the printing direction so that they can be easily pressed into the material of the component.
  • the at least one further component is connected to the first component by a fastening element which passes through an opening on or in the composite anchor and engages directly in the material of the further component in a positive and / or non-positive manner .
  • a fastening element which passes through an opening on or in the composite anchor and engages directly in the material of the further component in a positive and / or non-positive manner .
  • the fastening element is provided on one side with a security against slipping out of the opening. It is also advantageously provided that the composite anchor is rod-shaped and the opening runs along its longitudinal axis.
  • the fastening element used in this embodiment variant is preferably a screw.
  • This screw can be designed as a self-tapping or self-drilling screw. It therefore preferably has at least one cutting edge at one end. It can thus be achieved that the screw can be screwed directly into the further component without further preparation, which makes the assembly of the system very easy and therefore economical.
  • a further embodiment also serves to facilitate assembly, according to which it is provided that at least one of the components in particular the first component, is formed at least in two parts in such a way that the composite anchor let into the component is each approximately half surrounded by a recess in the respective part.
  • the two parts of the component are preferably screwed, nailed, glued or connected in a similar manner.
  • a through opening is arranged in the component provided with a composite anchor, which adjoins or merges into the recess provided for the composite anchor.
  • the through opening and the recess provided for the composite anchor advantageously run at an angle to one another. This enables a particularly simple tightening of the screw, as described in EP 1 216 332 B1.
  • the composite anchor for the described system of interconnected components is preferably rod-shaped and has at least one through hole in different planes transverse or oblique to its longitudinal direction and / or along its longitudinal direction.
  • Figure 1 is an isometric view of a mullion / transom construction.
  • Fig. 2 is an enlarged view of the interacting
  • FIG. 1 shows a perspective illustration of a composite anchor
  • Fig. 4 is a perspective view of another
  • FIG. 6 shows the section through a system consisting of a first component with a further component connected thereto;
  • FIG. 7 shows an alternative embodiment to FIG. 6 with two first components which are connected to a second component
  • FIG. 8 shows a further alternative to FIG. 6
  • Fiq. 11 the section through a first component with a total of four integrated composite anchors.
  • Figures 1 and 2 show part of a mullion / transom construction with a first component designed as mullion 1, to which components designed as transoms 2, 3, 4 are connected.
  • the post 1 is a cross bar with a square cross section, over the entire length of which a central recess 5 extends. A rod-shaped composite anchor 6 is let into this recess.
  • the bars 2, 3, 4 are also designed as cross bars, but with a rectangular cross section. They are arranged on three of the four sides of the post 1 at the same height.
  • the bars 2, 3, 4 have recesses 7, 8, 9 also extend over their entire length and are located in the respective latch 2, 3 and 4 in different horizontal planes.
  • the recess 7 of the bolt 2 is in one plane at three-quarters of its cross-section
  • the recess 8 of the bolt 3 at half the height of its cross-section
  • the recess 9 of the bolt 4 at one-quarter of its cross-section.
  • a compound anchor 11, 12, 13 is let into each recess 7, 8, 9 at the end of the bar 2, 3, 4 facing the post 1.
  • the composite anchors 11, 12, 13 are rod-shaped and each have a screw bolt running through them
  • an oblique through-opening 16 runs from its upper side to the recess 7, 8, 9, which extends through the recess 7, 8, 9 in the region of the end face of the composite anchor 11, 12, 13 facing away from the post 1 ends. Via these through openings 16 it is possible to use a tool on the screw head
  • each of the composite anchors 6, 11, 12, 13 has a rod-shaped core 17 which is provided with spikes 18 which are arranged in parallel planes near two opposite edges of the composite anchors 6, 11, 12, 13.
  • FIG. 3 shows a composite anchor according to the invention, with which a lateral connection of components to a first component, as described for example with reference to FIGS. 1 and 2, is possible.
  • the composite anchor has a rod-shaped core 22. It is provided with a completely continuous bore 23 along its longitudinal axis a.
  • Horizontally aligned spikes 24 are provided on the core 22, the spikes 24 being connected to the core 22 in the region of two opposite longitudinal edges 25, 26 and their longitudinal axis lying at an angle of 45 ° to the respectively adjacent outer surfaces of the core 22.
  • the spikes 24 are arranged on opposite sides of the core 22 in two vertical rows parallel to each other.
  • Horizontal through bores 27, 28, 29, 31, 32 running through the core 22 are provided in horizontal planes between the mandrels 24, the through bores 27, 28, 29, 31, 32 in adjacent planes being 90 ° apart are.
  • the clausenach sen b, c, d, e, f of the bores 27, 28, 29, 31, 32 run through the longitudinal outer edges 25, 26, 33, 34 of the composite anchor.
  • the longitudinally extending outer edges 25, 26, 33, 34 of the core 22 are flattened.
  • the latter is particularly advantageous if the core 22 is made from solid material.
  • Another way of manufacturing is to cast the composite anchor. Core elements can be provided in the casting mold, with which it is ensured that through-holes remain along the horizontal drilling axes b, c, d, e, f, which can then optionally be expanded with a drill or made to measure after casting. In this case, it is not necessary to flatten the outer edges.
  • the horizontal bores 27, 28, 29, 31, 32 can be provided with internal threads for fastening components.
  • bolts 35, 36, 37, 38, 39 on the composite anchor as connection options, which are inserted into the horizontal bores 27, 28, 29, 31, 32.
  • These bolts 35, 36, 37, 38, 39 can also have a vertical bore in the area of the vertical bore 23 of the composite anchor, through which a securing bolt 41 can be inserted along the longitudinal axis a of the composite anchor, so that the horizontal bolts 35, 36, 37, 38, 39 are secured against slipping out.
  • FIG. 4 Such an arrangement is shown in FIG. 4, for example.
  • the bolts 35, 36, 37, 38, 39, 41 are only shown schematically here.
  • the securing bolt 41 can have a thread which interacts with a corresponding internal thread in the vertical bore 23 of the composite anchor in order to secure the securing bolt 41 against slipping out of the composite anchor.
  • the bolts 35, 36, 37, 38, 39 which penetrate the tie anchor horizontally are formed in one piece with the core 22 of the tie anchor.
  • each of the horizontally extending bolts 35, 36, 37, 38, 39 can be provided at its ends with connecting, locking or locking elements, so that a connection to another component can be established and secured.
  • the horizontal bolts 35, 36, 37, 38, 39 can also be part of a composite anchor of a component to be connected, just as they can be an integral part of the component to be connected.
  • FIGS. 5a to 5c show different cross-sectional shapes for a composite anchor to be used preferably for the system according to the invention.
  • the core 22 can be circular (FIG. 5a) or square (FIGS. 5b, 5c), the spikes 24 being able to be arranged in two parallel planes parallel to two opposite side faces, or the spikes 24 being arranged in parallel planes. gene, which are pivoted to the opposite side surfaces of the core 22 by 45 °.
  • FIG. 6 shows a system in section, which - analogous to FIG. 1 - has a first component 1 and a second component 2, which is connected to the first component 1.
  • a composite anchor 6 with (not designated) mandrels is integrated in the first component 1 in the manner explained above.
  • the composite anchor 6 has an opening (bore) 23 (see FIG. 3) which completely penetrates it along its longitudinal axis a.
  • a screw 40 is inserted through this opening, which screw head has a defined contact surface on the composite anchor 6.
  • the screw 40 has a thread at one end in a known manner. At the end of the thread, i.e. H.
  • cutting edges are arranged which make it possible for the screw 40 to be self-drilling or self-tapping when it is tightened into the material of the second component 2. I.e. no pre-processing of the second component 2 is required before screwing in the screw 40. Rather, the screw 40 can be screwed directly into the second component 2 without preparation.
  • the screw 40 is fixed on or in the screw anchor through its screw head and the opening extending along the longitudinal axis of the connection anchor 6
  • Composite anchor 6 fixed; the composite anchor 6 is in turn fixed by its spikes in the first component.
  • the screw 40 engages in the material of the second component 2 in a non-positive and positive manner due to its thread.
  • FIG. 7 A variant of the solution according to FIG. 6 can be seen in FIG. 7.
  • two first components 1 are fixed to a centrally arranged second component 2.
  • the configuration shown here corresponds otherwise to that according to FIG. 6.
  • two screws 40 are provided, which produce the respective connection between the components 1 and 2.
  • the first component 1 is fixed here to the second component 2, which is formed here in two parts, by means of two screws 40.
  • two composite anchors 6 are arranged in the first component 1, each of which is penetrated by the screws 40 along their longitudinal axis. With their self-tapping threads, the screws 40 dig into the material of the second component 2 to such an extent that a stable bond is ensured.
  • FIG. 9 Another alternative embodiment is shown in FIG. 9.
  • a total of four first components 1 are connected to the centrally arranged second component 2.
  • the four components 1 are each fixed at (the same) angle relative to the second component 2.
  • two composite anchors 6 are again fixed, which are penetrated by screws 40 which engage with the material of the second component 2 with their self-tapping thread.
  • the first component 1 consists of here at least two parts la and ib.
  • a V-shaped recess 42 and 43 is milled, furthermore - not designated - bores for the mandrels of the composite anchor 6.
  • the cross-sectional shape of the recesses 42 and 43 corresponds to the cross section of the composite anchor 6, so that after Inserting the composite anchor 6 into the recesses 42, 43 and pushing together the two parts la, lb of the component 1 of the composite anchor 6 is fixed in this component.
  • both parts la, lb are joined together by means of an adhesive connection
  • the right half of this figure indicates that the two parts la, lb are permanently connected to one another with a number of nails.
  • FIG. 11 A corresponding cross-section through a component 1 similar to FIG. 10 with respective parts 1 a and 1 b can be seen in FIG. 11, the assembled state of the component 1 being shown here. Due to the bores extending deep into the material of the first component 1 for receiving the mandrels (not shown here), the composite anchors 6 are stably fixed in the first component 1.
  • the proposed solution it is possible to display a wide variety of connection options.
  • the proposed system is primarily suitable for connecting - in the broadest sense - wooden sticks. Equally, however, two-dimensional structures can also be connected to one another. Furthermore, with regard to the material, it is also possible to connect parts made of wood, steel, reinforced concrete, masonry and other materials in addition to parts made of wood.
  • the proposed self-tapping screws are basically suitable for all of the materials mentioned.
  • the assembly anchor can be arranged in any direction. It is not necessary for the anchor to be positioned with its longitudinal axis in the direction of the main axis of the component.
  • assembly can be carried out very quickly and easily in an advantageous manner.
  • the assembly itself can be carried out with the proposed design even under spatially difficult conditions, because only very little space is required for corresponding tools.
  • Examples include an impact beam with overlap, the connection of the beam to a solid part, an anchorage of wall panel ends, the connection of a canopy, the connection of a strut in a longitudinal wall to a support or to a threshold, the connection of a support to a threshold , the connection of a diagonal bandage to an eaves or a ridge, the connection of a strut in a gable to a support, the connection of a gable support to a gable frame, and similar applications.

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

Abstract

L'invention concerne un système d'éléments de construction assemblés, notamment un système d'ossature porteuse, comportant: un premier élément de construction (1), dans lequel est introduite une clavette (6) pourvue de tourillons (18, 24) emboîtés dans le premier élément (1); et au moins un autre élément de construction (2, 3, 4). L'objectif de l'invention est de réaliser une pluralité de noeuds d'assemblage différents au moyen d'un nombre réduit de pièces. A cet effet, la clavette (6) présente au moins un moyen de raccordement pour au moins un autre élément de construction (2, 3, 4) qui, de préférence, est orienté de façon oblique ou transversale par rapport au premier élément de construction et coopère par l'intermédiaire d'une ouverture pratiquée dans le premier élément de construction (1) avec un moyen de raccordement du deuxième élément de construction (2, 3, 4).
PCT/EP2004/004736 2003-05-06 2004-05-04 Systeme d'elements de construction assembles WO2004099516A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP04730987A EP1631727A1 (fr) 2003-05-06 2004-05-04 Systeme d'elements de construction assembles

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE20306942.0 2003-05-06
DE20306942U DE20306942U1 (de) 2003-05-06 2003-05-06 System miteinander verbundener Bauelemente

Publications (1)

Publication Number Publication Date
WO2004099516A1 true WO2004099516A1 (fr) 2004-11-18

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EP (1) EP1631727A1 (fr)
DE (1) DE20306942U1 (fr)
WO (1) WO2004099516A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009068687A1 (fr) * 2007-11-29 2009-06-04 Hermann Preiss Système de construction pour bâtiments
WO2015147692A1 (fr) * 2014-03-26 2015-10-01 Александр Николаевич ЕМЕЛЬЯНОВ Poutre en lamellé-collé, ancrage pour fixation à une poutre en lamellé-collé, et unité de connexion de poutres en lamellé-collé

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005014900A1 (de) * 2005-04-01 2006-10-05 Induo Gesellschaft Zur Verwertung Von Schutzrechten Mbh & Co Kg Verbundanker zum Verbinden mindestens zweier Bauelemente und System von miteinander verbundenen Bauelementen
DE202006016481U1 (de) * 2006-04-18 2007-08-30 Induo Gesellschaft Zur Verwertung Von Schutzrechten Mbh & Co. Kg Trägerverbundsystem

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB119525A (en) * 1917-10-03 1918-10-03 Frederick Thomas Walker Improved Method of Reinforcing Timber.
WO1998031889A1 (fr) * 1997-01-17 1998-07-23 Von Morze Reichartz Sigrun Ossature porteuse et ses elements de construction
DE19701458C1 (de) 1997-01-17 1998-09-03 Morze Reichartz Sigrun Von Holzbauverbindung
US5966892A (en) * 1997-01-27 1999-10-19 Platt; R. Terry Ready to assemble wood construction system
WO2001098597A1 (fr) * 2000-06-20 2001-12-27 Induo Gesellschaft Zur Verwertung Von Schutzrechten Mbh & Co. Kg Systeme de liaison destine a la fixation rigide d'au moins deux elements

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB119525A (en) * 1917-10-03 1918-10-03 Frederick Thomas Walker Improved Method of Reinforcing Timber.
WO1998031889A1 (fr) * 1997-01-17 1998-07-23 Von Morze Reichartz Sigrun Ossature porteuse et ses elements de construction
DE19701458C1 (de) 1997-01-17 1998-09-03 Morze Reichartz Sigrun Von Holzbauverbindung
US5966892A (en) * 1997-01-27 1999-10-19 Platt; R. Terry Ready to assemble wood construction system
WO2001098597A1 (fr) * 2000-06-20 2001-12-27 Induo Gesellschaft Zur Verwertung Von Schutzrechten Mbh & Co. Kg Systeme de liaison destine a la fixation rigide d'au moins deux elements
EP1216332B1 (fr) 2000-06-20 2003-08-27 INDUO Gesellschaft zur Verwertung von Schutzrechten mbH & Co. KG Systeme de liaison destine a la fixation rigide d'au moins deux elements

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009068687A1 (fr) * 2007-11-29 2009-06-04 Hermann Preiss Système de construction pour bâtiments
US8904715B2 (en) 2007-11-29 2014-12-09 Hermann Preiss Construction system for structures
WO2015147692A1 (fr) * 2014-03-26 2015-10-01 Александр Николаевич ЕМЕЛЬЯНОВ Poutre en lamellé-collé, ancrage pour fixation à une poutre en lamellé-collé, et unité de connexion de poutres en lamellé-collé

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DE20306942U1 (de) 2003-07-31

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