EP2047045B1 - Sous-structure pour un bâtiment autoporteur sans ladite sous-structure - Google Patents

Sous-structure pour un bâtiment autoporteur sans ladite sous-structure Download PDF

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Publication number
EP2047045B1
EP2047045B1 EP06775789A EP06775789A EP2047045B1 EP 2047045 B1 EP2047045 B1 EP 2047045B1 EP 06775789 A EP06775789 A EP 06775789A EP 06775789 A EP06775789 A EP 06775789A EP 2047045 B1 EP2047045 B1 EP 2047045B1
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EP
European Patent Office
Prior art keywords
substructure
support component
roof
force
construction
Prior art date
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Active
Application number
EP06775789A
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German (de)
English (en)
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EP2047045A1 (fr
Inventor
Günther Tröster
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
G Troster Ek
Original Assignee
G Troster Ek
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Publication of EP2047045A1 publication Critical patent/EP2047045A1/fr
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/38—Arched girders or portal frames
    • E04C3/40—Arched girders or portal frames of metal
    • 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
    • E04C5/065—Light-weight girders, e.g. with precast parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0486—Truss like structures composed of separate truss elements

Definitions

  • the invention relates to a system consisting of a substructure and a structure, wherein the Unterfangkonstratement is designed and determined to secure the self-supporting structure without the Unterfangkonstrutation, and wherein the structure has at least one force-receiving support component.
  • Structures of whatever kind have in some form Ttagkomponenten, such as walls, beams, roof beams, struts, scaffolding or a supporting structure in general, which give the structure its static strength and its static load capacity and the building to a self-supporting structure do. Under a self-supporting structure so a construction is understood that is sustainable because of its supporting components having construction in itself.
  • the structures are designed such that at least one support component of the structure can accommodate at least one force, generally several forces, be it weight, pressure or tensile forces
  • Buildings can be protected, such as houses and buildings, by an outer lining and / or a roof at least partially against the weather.
  • structures such as antenna systems, mast systems or electricity pylons, for example, have a grid-shaped support structure, which is exposed directly to the weather.
  • the building is a closed structure, for example in the form of a building, or an open structure, for example in the form of a power pole having a latticed support structure
  • these can, in particular under the influence of the weather, especially if they are exposed to them for years, theirs Wearing properties, in particular their carrying capacity, as far as the influence of the forces acting on them change, usually reduce.
  • the influence of cold, heat, moisture, snow and ice it has repeatedly collapsed into the roofs of buildings, in particular halls, causing damage to people.
  • fractures of grid-like supporting constructions, for example electricity pylons have occurred, which means that the supply of electricity to part of the population was sometimes interrupted for days.
  • the invention has for its object to provide a system of Unterfangkonstrutation and structure of the type mentioned in such a way that the underpinning is not directly connected to the support component of the structure for the introduction of forces and yet at least some assurance for the structure results.
  • the substructure is arranged relative to the structure such that it is at least partially in the immediate vicinity of the at least one at least one force-receiving support component of the structure.
  • a Untetfangkonstrument to hedge at least one, for example, a weight, tensile or compressive force, receiving support component of a building.
  • the building may be a building, a mast or the like, but also a roof construction, a scaffold or a supporting structure in general.
  • the support component of the structure may be, for example, individual beams, struts or the like.
  • the substructure is, as already mentioned, not necessary to give the structure in itself its carrying capacity or load capacity, but serves only to secure the building.
  • the invention provides a Unterfangkonstrutation.
  • An operation is understood to mean that the underpinning structure is not directly connected to or in contact with at least one load-bearing force-bearing component or forces, but that the underpinning structure or construction portion of the underpinning structure is defined in a particular one selected distance from the at least one support component of the structure is located.
  • the distance is chosen such that, for example, seasonal and / or weather-related Matetialdehnungen and / or contractions and vibrations of the supporting component of the structure in an expected, usual tolerance range does not lead to a contact of the substructure or the construction section with the support component of the building. It thus becomes clear that the distance between the construction section or the substructure and the supporting component can be adjusted depending on the type of structure and the material of the supporting component and depending on the forces and influences normally acting on the supporting component, if necessary in addition a security default is selected.
  • the distance is further selected such that the construction portion or the Unterfangkonstrutation in case of failure or static yielding the the force-absorbing Tragkomponeute of the structure can support the support component at least for a certain time.
  • the distance between the construction section or the substructure and the supporting component of the structure is chosen as low as possible.
  • the substructure has at least one construction section.
  • the substructure or the construction section in turn comprises at least one construction element, which may be, for example, a rod, a tube, an angle profile, a cable, a cable net and / or a connecting element for at least two such construction elements.
  • the Untetkonstrutation does not necessarily have several construction sections, but may also have only one construction section. There is also the possibility that the construction section is or embodies the substructure.
  • a space framework As suitable for a substructure, a space framework has, which usually comprises steel formed tubes or rods, which may be tapered at their ends and with spherical connecting elements together to larger, especially static constructions, can be connected.
  • Such space frameworks are known by the company MERO TSK International GmbH & Co. KG located in Würzburg.
  • the spherical connecting element is also referred to as a so-called mero node, which has a plurality of sections for fastening tubes or rods or for connecting tubes and / or rods to one another.
  • the substructure is, for example, for a roof of a building, e.g. a hall, provided, wherein the substructure or a construction section of the substructure can extend substantially parallel to the roof. If the building is, for example, a hall with a flat roof, then the construction section or the substructure runs substantially horizontally parallel to the flat roof, possibly also adapted to the roof pitch. However, the construction section or the substructure can also be arcuate or adapted to the shape to be secured to the support component to be secured.
  • the substructure or the construction section of the substructure is located at least partially inside or below the structure and / or inside or below or adjacent to the at least one force-bearing structural component of the structure.
  • the construction section or the substructure may be located below a roof structure of a building or within a ceiling or a supporting structure of a building.
  • the construction section or the substructure for example, in a building at least partially extend through a wall of the building, if this or these are not stored within the building can.
  • the construction section or the substructure can be arranged according to a variant of the invention at least on a support, wherein the support can be located inside or outside the building. If the support is located outside the building, the substructure or the construction section of the substructure, for example in the case of a building, extends at least partially through a wall of the building. Should it allow the structural conditions of the building and the use of the structure, the substructure or the construction section of the substructure may at least partially on a Be part of the structure or be stored on an annex to the building. For example, the construction section or the substructure may be mounted on a part of the wall of a building or on an attachment to the wall of the building or on a foundation of the building.
  • the substructure may have at least one bracing, which is preferably located outside the structure and is usually accomplished with a rope or pipes.
  • the substructure is provided for a bridge and, in particular for this purpose, may be at least partially arcuate.
  • the substructure is associated with a measuring device for mediating the distance between the at least one force-receiving support component of the structure and the substructure or the construction section of the substructure.
  • a measuring device comprises, for example, a plurality of distance sensors, which can be arranged, for example, on the bottom bracket and detect measured values continuously or at specific discrete points in time, from which the distance between the supporting component of the building and the substructure can be determined. If the distance between the at least one force-receiving support component of the structure and the substructure reaches or falls below a preferably predefinable limit value, an alarm can be triggered based on the measured value or values of the measuring device.
  • the substructure is provided, for example, for a construction comprising a latticed structure and / or struts comprising supporting structure.
  • a structure is, for example, a mast, e.g. a power pole.
  • a mast may have a tower-like mast body and / or at least one, but usually a plurality of support arms, which are arranged on the mast body.
  • the substructure is arranged in the case of such a mast at least partially in the mast body and / or in a support arm of the mast body.
  • the substructure may be at least partially disposed on a foundation of the structure.
  • the foundation of the mast can be used to order the substructure on it.
  • the substructure of the grid-like structure of the supporting structure of the mast at least largely follows.
  • the substructure does not necessarily have to be arranged on the foundation of the structure or of the mast.
  • the substructure is preferably designed such that it can be easily retrofitted in or on a building.
  • the retrofitting of the substructure usually requires no use of heavy lifting equipment or protruding additional foundations.
  • results from the substructure, especially if this is designed as a space framework is no change in the external appearance and no use Einberichtn ⁇ nkung of the building.
  • the substructures described above are used to support at least one at least one force-receiving support component of a structure in case of static failure of the force-bearing support component of the building.
  • the substructure is therefore a purely auxiliary construction for securing, if it is a static failure a structural component of a structure, for example, to the failure of a roof comes.
  • FIG. 1 is shown in a simplified, partially sectioned view the view of a hall 1, which in the case of the present embodiment, four, the hall framing, supporting walls, of which two side walls 2 of the hall 1 in a sectional view in the FIG. 1 are shown.
  • On the side walls 2 are roof racks or roof trusses, which extend between the side walls 2, arranged, of which a roof rack 3 in FIG. 1 is shown.
  • the side walls 2 are walls in the case of the present embodiment.
  • the roof beams 3 of the hall 1 are in the case of the present embodiment, wooden beams which extend across the hall 1.
  • the wooden beams can be both solid wood beams and beams made of glued wood.
  • the roof rack 3 made of steel or other suitable, sustainable materials.
  • the roof beams 3 are supporting components of a roofing-supporting day or roof structures of the hall 1.
  • the roof beams 3 take as supporting components of the hall 1 each part of the weight of the roofing 4 and more, in particular acting on the roofing 4 Forces, be it compressive or tensile forces or the like., On.
  • the roof structure of the hall 1, in particular the roof rack 3 of the hall 1, are always particularly heavily loaded if the weight of the roofing 4 other loads act on this, which may be the case, for example, in winter, when snow and ice masses located on the covering 4. Due to aging phenomena and possibly unwanted influences such as moisture penetrating through the roofing 4 on the roof rack 3, it may happen that individual roof rack 3 or all roof rack 3 change their carrying properties and permanently can not withstand the forces acting on them, so that there is a risk of collapse of the roof, especially in the case of heavy loads on the roof structure, which may be the case in the winter due to snow and ice masses.
  • each roof carrier 3 is assigned a substructure 5 with a construction section 6.
  • the construction section 6 of the substructure 5 on supports 7, 8 of the substructure 5 outside the hall 1 is arranged.
  • the side walls 2 of the hall 1 each have an opening 9 below a roof rack 3.
  • an opening 9 is not as in FIG FIG. 1 shown directly below a roof rack 3 available, but arranged laterally offset to a roof rack 3 in order not to impart the sustainability of the side wall 2.
  • the construction section 6 is adapted accordingly, ie it has at least one transverse component to guide the construction section 6 laterally away from a roof carrier 3 and through the side wall of the roof carrier 3 arranged in the opening.
  • the opening 9 is designed in such a way that the roof carrier 3 associated construction section 6, which in the case of the present embodiment has a bar-shaped or parallelepiped-shaped outer structure, can be guided through the opening 9.
  • the construction section 6 is supported outside the hall 1 on supports 7 and 8.
  • FIG. 2 a variant of a substructure 5 is shown in a schematic plan view of the Hall 1 with removed roofing 4, in which the substructure 5 has construction sections 6 which extend across the Hall 1 and the openings in the side walls 2 of the hall 1, not shown are guided, which laterally offset below the Roof rack 3 are located.
  • the construction sections 6 are mounted outside the hall 1 on supports 7.
  • the substructure 5 in this case has one or more construction sections which are arranged transversely to the construction sections 6 and which are located at least partially in the immediate vicinity below the roof beams 3.
  • a construction section 6 is designed as a space framework and accordingly has bars 21 and / or tubes and connecting elements 22 for connecting the bars and / or tubes to one another.
  • the connecting elements are usually the so-called mero nodes 22, as used for example by the company MERO-TSK International GmbH & Co. KG for the construction of space frameworks.
  • the support 8 is designed in the case of the present embodiment as a space frame. Alternatively, however, the support can also, as shown by the example of the support 7, be a mast made of wood or steel or another suitable material, which can be provided, for example, with a bracing 10 for stiffening the substructure 5.
  • the bracing 10 is usually a steel cable or a pipe system, which is fastened in the ground accordingly and allows a corresponding bracing of the substructure 5,
  • the openings 9 in the side walls 2 of the hall 1 are otherwise in in FIG. 1 and FIG. 2 not shown manner after carrying out the construction section 6 and 36 respectively sealed, which can be done for example by walling, by a filled with an insulation interior and exterior trim or otherwise in a suitable manner.
  • FIG. 1 can be removed, touches the substructure 5, in particular the construction section 6, the roof of the hall 1 bearing support components in the form of the roof rack 3 and thus unfolds no support function for the hall 1 itself, in which it is a self-supporting Building acts.
  • the substructure 5, which may also be referred to as a substructure, is an auxiliary construction and serves to secure the hall 1, in particular the securing of the roof or the roof rack 3 of the hall 1.
  • the support structures 5 and in particular the construction sections 6 of the substructures 5 have the Task to prevent a sudden or over a period of time already suggestive static failure of the supporting function of a supporting structure such as the roof of the hall 1, that in a breakage of one or more roof rack 3, the roof collapses and possibly harms people.
  • a respective construction section 6 of a substructure 5 catches the failing or breaking roof rack 3 and prevents or retards the collapse of the roof of the hall 1 at least over a certain period of time that persons who may be in Hall 1 may leave Hall 1 before the collapse of Hall 1.
  • the substructures 5 are therefore used in case of failure of the roof structure of the hall 1 to support the roof structure, in particular the roof rack 3.
  • the construction sections 6 are arranged in the immediate vicinity of the roof rack 3, wherein the construction sections 6 are located at a defined distance below the roof rack 3 ,
  • FIG. 2 shown variant of the substructure 5 unfolds the effect described above.
  • FIG. 3 is one between two roof beams 3 extending construction section 6 indicated only schematically.
  • the construction section 6 extends, as in FIG. 1 , on both sides in each case by an opening, not shown, or an opening in a side wall 2. The opening is located between two roof beams 3 and is preferably secured with a fall. Outside the hall, the construction section 6 is again supported on supports 8 and 7.
  • the 4 and 5 can be taken, showing non-exhaustive examples of possible construction structures of the construction sections 6, the Bauababnitte 6 via trusses 32 and load cross members 32 are connected, which are arranged below a roof rack 3 at a certain distance from the roof rack 3.
  • 32 two Konstruktlonsabête 6.
  • a traverse 32 but can also connect several construction sections 6 or all construction sections 6 together.
  • a traverse can run parallel to a roof rack 3 or transversely to a roof rack 3. It is essential that a traverse when yielding a roof rack 3 intercept the roof rack 3 and can support at least for a certain time.
  • the variant of a substructure according to 3 to 5 offers the advantage that there is a loss of space inside the hall due to the substructure, so that there is no restriction of the possibilities of use of the hall.
  • FIG. 6 embodiment shown differs from that in FIG. 1 shown embodiment in that the construction section 6 of a substructure 5 is not supported on supports which are arranged outside the hall 1.
  • each roof rack 3, a substructure 5 may be associated with a construction section 6, as shown in FIG. 6 shown on a console 11 and supports 7 can be stored.
  • the construction section 6 may also extend over the entire hall 1 or it may be provided in different areas of the hall 1 design sections 6.
  • the embodiment shown is also the construction section 6 of in FIG. 6 shown embodiment implemented as a space frame.
  • the Koansttuktionsbête 6 and the substructure can be stored for example only on consoles 11 or only on supports 7 or 8 inside or outside of the hall 1.
  • the storage of construction sections, which run between roof beams, on brackets between the roof beams is possible, the construction sections are connected via traverse.
  • the substructures 5 are additionally assigned a measuring device for automatically determining the distance between a roof carrier 3 of the hall 1 and a construction section 6 of a substructure 5.
  • the distance to the construction section 6 assigned to it need not be determined for each roof rack 3.
  • the measuring device comprises measuring sensors 12, two of which are in FIG. 6 are shown and cooperate with an evaluation unit 13.
  • the sensors 12 may be mechanical or electronic Probe with eg attached to the sensors strain gauges act, for example, the sensors can cause the closing of an electrical switch to trigger an alarm signal.
  • the probes may be non-contact probes, such as ultrasonic sensors, or touch probes.
  • a sensor may touch the roof beam 3 and the structural section 6 and be provided with strain gauges.
  • the probes 12 are in FIG. 6 not shown way with the Auswetteech 13, which may be a computing device, for example via cable connected.
  • the measured values of the measuring sensors 12 can also be transmitted wirelessly to the Auswetretician 13 via free electromagnetic waves. If the evaluation unit 13 determines that the distance between a roof rack 3 and a construction section 6 of a substructure 5 reaches or falls below a preferably predeterminable limit value, this may cause the triggering of an alarm, for example an alarm signal in the form of an optical or acoustic alarm signal.
  • the alarm signal has a warning function and indicates, for example, people in Hall 1 to leave the hall as quickly as possible.
  • An alarm signal can also be routed automatically to the police, the fire brigade or other rescue services.
  • FIG. 7 Another embodiment in which a substructure is used as a subframe is shown in FIG. 7 for a bridge 14 across a river 15. Below the bridge 14, a substructure 16 between two slopes 17 is arranged. The substructure 16 can also be placed on a in FIG. 7 indicated foundation 30, for example, a dam 31 may be arranged.
  • the substructure 16 is formed in the case of the present embodiment of a space frame 18 and ropes 19 and has a construction portion 20 which is disposed approximately in the middle of the bridge 14 below the bridge 14 at a certain, defined selected distance from the bridge 14 , The substructure 16 is in the case of in FIG.
  • the support structure 16 can, moreover, in a comparable manner to that in connection with FIG. 6 described embodiment, a measuring device for determining the distance between the substructure 16 and the structural section 20 of the substructure 16 and the bridge 14 have.
  • a measuring device for determining the distance between the substructure 16 and the structural section 20 of the substructure 16 and the bridge 14 have.
  • at least one traverse at least one sensor can be assigned.
  • the substructure has been described above using the example of a space framework, which has, inter alia, tubes, rods and / or connection nodes.
  • the substructure does not necessarily have to be realized in the form of a space frame, but may also be a construction of a rope, for example using cable nets, or other construction using suitable materials. Since the substructure has no supporting function, it can be made relatively compact and is suitable for retrofitting into an existing structure.
  • the substructure may be provided for structures other than the roof of a building or a bridge.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Bridges Or Land Bridges (AREA)
  • Revetment (AREA)
  • Laying Of Electric Cables Or Lines Outside (AREA)
  • Tents Or Canopies (AREA)
  • Joining Of Building Structures In Genera (AREA)

Claims (15)

  1. Système composé d'une construction de soutien (5, 16, 50) et d'un ouvrage (1, 14, 40),
    la construction de soutien (5, 16, 50) étant réalisée pour et destinée à sécuriser l'ouvrage (1, 14, 40) autoportant sans la construction de soutien (5, 16, 50), et
    l'ouvrage (1, 14, 40) présentant au moins un composant porteur (3, 45) recevant au moins une force,
    caractérisé en ce que
    la construction de soutien (5, 16, 50) est disposée par rapport à l'ouvrage (1, 14, 40) de telle sorte qu'elle se trouve au moins en partie à proximité immédiate dudit au moins un composant porteur (3, 45) recevant au moins une force de l'ouvrage (1, 14, 40),
    la construction de soutien (5, 16, 50) n'étant pas reliée directement au composant porteur (3, 45) de l'ouvrage (1, 14, 40) pour introduire des forces, mais se trouvant à distance du composant porteur (3, 45) de l'ouvrage (1, 14, 40),
    la distance étant choisie de telle sorte
    que des dilatations des matériaux et/ou des contractions des matériaux et/ou des vibrations du composant porteur (3, 45) de l'ouvrage (1, 14, 40), dues à des effets saisonniers et/ou météorologiques, n'entraînent pas de contact avec la construction de soutien (5, 16, 50) dans une plage de tolérances habituelle,
    mais qu'en cas de défaillance et/ou d'affaissement statique du composant porteur (3, 45) de l'ouvrage (1, 14, 40), la construction de soutien (5, 16, 50) supporte le composant porteur (3, 45).
  2. Système selon la revendication 1, dans lequel la construction de soutien (5, 16, 50) présente une charpente tridimensionnelle (6, 8, 16, 20, 50, 54, 56) ou du moins deux éléments de construction sous la forme d'une barre (21, 51), d'un tuyau, d'une cornière, d'un câble (10, 19), d'un filet de câbles et/ou d'un élément de connexion (22, 52).
  3. Système selon la revendication 1 ou 2, dans lequel au moins une portion de construction (6, 20, 32) de la construction de soutien (5, 16) se trouve à proximité immédiate dudit au moins un composant porteur (3) recevant au moins une force de l'ouvrage (1, 14) de telle sorte que la portion de construction (6, 20, 32) supporte le composant porteur (3) en cas d'affaissement du composant porteur (3) recevant la force de l'ouvrage (1, 14).
  4. Système selon l'une quelconque des revendications 1 à 3, dans lequel l'ouvrage est un toit (3, 4) d'un édifice (1).
  5. Système selon la revendication 4, dans lequel au moins une portion de construction (6, 32) de la construction de soutien (5) s'étend substantiellement en parallèle au toit (3, 4).
  6. Système selon l'une quelconque des revendications 1 à 5, dans lequel au moins une portion de construction (6, 20, 32, 54, 56) de la construction de soutien (5, 16, 50) est disposée au moins en partie à l'intérieur ou au-dessous de l'ouvrage (1, 14, 40) et/ou à l'intérieur ou au-dessous ou à côté du composant porteur (3) recevant au moins une force de l'ouvrage (1, 14, 40).
  7. Système selon l'une quelconque des revendications 1 à 6, dans lequel au moins une portion de construction (6) de la construction de soutien (5) s'étend au moins en partie à travers une paroi (2) de l'ouvrage (1).
  8. Système selon l'une quelconque des revendications 1 à 7, dans lequel au moins une portion de construction (6) de la construction de soutien (5) est disposée sur au moins un pilier (7, 8).
  9. Système selon l'une quelconque des revendications 1 à 8, dans lequel au moins une portion de construction (6) de la construction de soutien (5) est logée au moins en partie sur une partie (11) de l'ouvrage (1) ou sur une construction surajoutée à l'ouvrage (1).
  10. Système selon l'une quelconque des revendications 1 à 9, dans lequel la construction de soutien présente au moins un haubanage (10).
  11. Système selon l'une quelconque des revendications 1 à 3 ou 6 à 10, dans lequel l'ouvrage est un pont (14).
  12. Système selon l'une quelconque des revendications 1 à 11, comprenant un dispositif de mesure (12, 13) pour déterminer la distance entre le composant porteur (3) recevant au moins une force de l'ouvrage (1) et au moins une portion de construction (6, 32) de la construction de soutien (5).
  13. Système selon la revendication 12, dans lequel, sur la base d'au moins une valeur mesurée du dispositif de mesure (12, 13), une alarme peut être déclenchée lorsque la distance entre le composant porteur (3) recevant au moins une force de l'ouvrage (1) et ladite au moins une portion de construction (6, 32) de la construction de soutien (5) atteint ou soupasse une valeur limite.
  14. Système selon l'une quelconque des revendications 1 à 13, dans lequel la construction de soutien (50) est disposée au moins en partie sur une fondation (44) de l'ouvrage (40).
  15. Système selon l'une quelconque des revendications 1 à 14, dans lequel la construction de soutien (5, 16, 50) est réalisée de façon à pouvoir installée a posteriori dans ou sur l'ouvrage (1, 14, 40).
EP06775789A 2006-08-02 2006-08-02 Sous-structure pour un bâtiment autoporteur sans ladite sous-structure Active EP2047045B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/DE2006/001350 WO2008014727A1 (fr) 2006-08-02 2006-08-02 Sous-structure pour un bâtiment autoporteur sans ladite sous-structure et utilisation de cette sous-structure

Publications (2)

Publication Number Publication Date
EP2047045A1 EP2047045A1 (fr) 2009-04-15
EP2047045B1 true EP2047045B1 (fr) 2010-05-05

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EP06775789A Active EP2047045B1 (fr) 2006-08-02 2006-08-02 Sous-structure pour un bâtiment autoporteur sans ladite sous-structure

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Country Link
US (1) US20100005751A1 (fr)
EP (1) EP2047045B1 (fr)
AT (1) ATE467011T1 (fr)
DE (3) DE202006020431U1 (fr)
WO (1) WO2008014727A1 (fr)

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CN102076921A (zh) * 2008-06-24 2011-05-25 约翰·赫丁杰 可升级格构式塔架及其部件
CN101806161B (zh) * 2010-03-31 2013-11-13 天津天大天久科技股份有限公司 大型塔器中的空间网架支撑装置
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DE112006004055A5 (de) 2009-07-02
EP2047045A1 (fr) 2009-04-15
DE502006006921D1 (de) 2010-06-17
ATE467011T1 (de) 2010-05-15
WO2008014727A1 (fr) 2008-02-07
US20100005751A1 (en) 2010-01-14
DE202006020431U1 (de) 2008-07-24

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