WO2008014727A1 - Sous-structure pour un bâtiment autoporteur sans ladite sous-structure et utilisation de cette sous-structure - Google Patents

Sous-structure pour un bâtiment autoporteur sans ladite sous-structure et utilisation de cette sous-structure Download PDF

Info

Publication number
WO2008014727A1
WO2008014727A1 PCT/DE2006/001350 DE2006001350W WO2008014727A1 WO 2008014727 A1 WO2008014727 A1 WO 2008014727A1 DE 2006001350 W DE2006001350 W DE 2006001350W WO 2008014727 A1 WO2008014727 A1 WO 2008014727A1
Authority
WO
WIPO (PCT)
Prior art keywords
substructure
building
force
substructure according
construction section
Prior art date
Application number
PCT/DE2006/001350
Other languages
German (de)
English (en)
Inventor
Günther Tröster
Original Assignee
G. Tröster E. K.
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 G. Tröster E. K. filed Critical G. Tröster E. K.
Priority to AT06775789T priority Critical patent/ATE467011T1/de
Priority to EP06775789A priority patent/EP2047045B1/fr
Priority to US12/374,785 priority patent/US20100005751A1/en
Priority to DE112006004055T priority patent/DE112006004055A5/de
Priority to PCT/DE2006/001350 priority patent/WO2008014727A1/fr
Priority to DE502006006921T priority patent/DE502006006921D1/de
Priority to DE202006020431U priority patent/DE202006020431U1/de
Publication of WO2008014727A1 publication Critical patent/WO2008014727A1/fr

Links

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

  • Designation Substructure for a structure that is self-supporting without the substructure and use of the substructure
  • the invention relates to a substructure for a structure that is self-supporting without the substructure, which structure has at least one load-bearing supporting component.
  • the invention also relates to the use of such a substructure.
  • Structures of whatever type have in some form supporting components, such as walls, beams, roof beams, struts, scaffolding or a supporting structure in general, which give the building its static strength or its static load-bearing capacity and the building to a make self-supporting structure.
  • a self-supporting structure is thus understood to mean a building which, on account of its supporting construction, has a self-supporting construction.
  • 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 directly exposed to weathering.
  • 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 it for years, their carrying properties, especially their carrying capacity, what the influence of the As far as attacking forces are concerned, they change, usually decrease.
  • the weather especially if they are exposed to it for years
  • their carrying properties, especially their carrying capacity, what the influence of the As far as attacking forces are concerned they change, usually decrease.
  • 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 is therefore based on the object, a substructure of the type mentioned and a use for this purpose specify that at least results in a certain hedge for a building.
  • this object is achieved by a substructure for a self-supporting structure without the substructure, which structure has at least one at least one force-receiving support component, wherein the substructure can be arranged relative to the structure so that they are at least partially in the immediate vicinity of the at least one at least one force receiving support component of the structure is located.
  • a substructure for securing at least one, for example, a weight, tensile or compressive force, receiving support component of a 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 structure, be it to the effect that the substructure at least partially with a certain distance in the immediate vicinity at least a supporting component of the structure absorbing at least one force is orders or that the substructure even touched at least one at least one force-receiving support component of the structure even in order to receive a force or forces if necessary.
  • 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 substructure 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 has proven to be suitable for a substructure, which generally comprises tubes or rods formed from steel, which can be pointed at their ends and can be connected with one another by spherical connecting elements to form larger, in particular static, structures.
  • Such space frameworks are known by the company MERO TSK International GmbH & Co. KG located in Würzburg.
  • the spherical connection 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.
  • Embodiments of the invention provide that the substructure is a so-called under-construction for at least a part of the structure.
  • the substructure is not directly connected to at least one force or forces receiving support component for introducing the force or forces or touches, but that the substructure or a construction section of the substructure in a determined, defined selected distance from the at least one supporting component of the structure.
  • at least one construction section of the substructure or the substructure is located in the immediate vicinity of a load-bearing supporting component of the structure, ie at a defined distance from the support component, such that the structural section or substructure absorbs the force during static yielding Supporting component of the structure, the support component can support at least for a certain time.
  • the distance between the construction section and the substructure and the support component of the building preferably as low as possible, but defined is chosen that, for example, seasonal and / or weather-related material expansions 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 supporting component of the building. It is thus clear that the distance between the structural section or the substructure and the support component, depending on the type of structure and the material of the support component as well as depending on the forces and influences normally acting on the support component, possibly in addition taking into account Security default is selected.
  • the substructure is provided, for example, for a roof of a building, for example a hall, wherein the substructure or a construction section of the substructure can run 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.
  • the construction section or the However, the substructure may also be curved 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 within or below the structure and / or within 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 structure. If the support is located outside the structure, 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. If the structural conditions of the structure and the use of the structure allow it, the substructure or the construction section of the substructure may be at least partially stored on a part of the structure or on an annex to the structure. 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. In addition, 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 determining 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 includes, for example, a plurality of distance sensors, which may be arranged, for example, on the substructure and continuously or at certain discrete times detect measured values from which the distance between the supporting component of the structure 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 according to a variant of the invention preferably at least partially within the structure and touches the force-absorbing support component of the structure at least one specific point for force introduction of the structure into the substructure.
  • the substructure in this case is designed and arranged at least partially in the structure in such a way that tion of a force from the structure in the substructure, the substructure and the force-bearing support component as possible constantly touch.
  • the distance between the supporting component of the structure and the substructure in this case is usually so low that in case of heavy stress on the structural component of the structure by introducing forces into the structural component of the structure, be it due to weather or otherwise influences, a Contact between the supporting component of the structure and the substructure takes place and thus again a force can be introduced from the building into the substructure.
  • the substructure is usually designed so that it touches several force-bearing structural components of the structure at several specific locations, it can almost not happen even in the worst weather conditions that there is no contact between the structure and the substructure.
  • Variants of the invention provide that a construction element of the substructure, preferably a connecting element such as the mero node, touches a force-receiving supporting component of the structure at a specific location for the introduction of force from the building into the substructure.
  • 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, for example 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.
  • a mast it may be provided to extend at least one support strut between a support arm of the mast and arranged in the mast body construction section of the substructure and / or between a arranged in the support arm of the mast construction section of the substructure and arranged in the mast body construction section of the substructure ,
  • the substructure may be at least partially disposed on a foundation of the structure.
  • the foundation of the mast for example, the foundation of the mast to the arrangement of
  • Substructure can be used 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 retrofitted in a simple manner in or on a building.
  • the retrofitting of the substructure usually requires no use of heavy lifting equipment or the provision of additional foundations.
  • the use of one of the above substructures for supporting at least one at least one force-receiving support component of a structure in case of static failure of the force-receiving support component of the structure is provided.
  • the substructure is therefore a purely auxiliary construction for securing, if it comes to the static failure of a supporting component of a structure, for example, to the failure of a roof.
  • the substructure can also be used to stiffen a self-supporting structure, which is useful when buildings are to be secured due to years of operation and due to weather conditions, in which case preferably at certain points a contact between the substructure and the structure is carried out so that a force can be introduced from the building into the substructure.
  • FIG. 1 shows a partially sectioned illustration of the arrangement of a substructure under the roof of a hall
  • FIG. 2 shows a schematic plan view of the hall from FIG. 1 with removed roofing and modified substructure
  • FIG. 3 shows a further embodiment of an arrangement of a substructure under the roof of a hall
  • FIG. 7 shows a side view of a bridge with an underlying substructure
  • Figures 8 and 9 show two views of a provided with a substructure power pole for overhead power lines and
  • FIGS. 4 and 5 shows the pole provided with an extended substructure for overhead power lines from FIGS. 4 and 5.
  • FIG. 1 the view of a hall 1 is shown in a simplified, partially sectioned illustration, which, in the case of the present exemplary embodiment, has four bearing walls framing the hall, of which two side walls 2 of the hall 1 are shown in a sectional view in FIG of FIG 1 are shown.
  • On the side walls 2 are roof rack or roof truss, which extend between the side walls 2, arranged, of which a roof rack 3 is shown in FIG.
  • 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 solid wood beams as well as beams of glued wood.
  • a covering 4 is arranged in the case of the present embodiment, which is mounted on the roof beams 3.
  • the roof rack 3 take as supporting components of 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 especially for heavy loads on the roof construction, which is due to snow and snow. Ice masses can be the case in winter, there is a risk of collapse of the roof.
  • At least one substructure 5 such be arranged under at least one roof rack 3 that at least one construction section 6 of the substructure 5 is at least partially in the immediate vicinity of a force-receiving support component in the form of a roof rack 3.
  • the substructure may also extend over the entire extent of the roof structure of the hall 1.
  • each roof carrier 3 is assigned in each case a substructure 5 with a construction section 6.
  • the construction section 6 of the substructure 5 is arranged on supports 7, 8 of the substructure 5 outside the hall 1.
  • the side walls 2 of the hall 1 each have an opening 9 below a roof rack 3.
  • an opening 9 is not present directly beneath a roof rack 3, as shown in FIG. 1, but is arranged laterally offset relative to a roof rack 3 so as not to lose the carrying capacity of the side wall 2.
  • the construction section 6 is adapted accordingly, i. this has at least one transverse component in order to guide the construction section 6 laterally away from a roof carrier 3 and through the opening in the side wall arranged laterally to the roof carrier 3.
  • the opening 9 is designed in such a way that the roof rack 3 associated construction section 6, which in the case of present embodiment has a bar-shaped or parallelepiped-shaped outer structure, can be passed 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 the roof removed 4, in which the substructure 5 has construction sections 6 which extend across the reverberator 1 and which are not shown in the side view. walls 2 of the hall 1 are guided, which are laterally offset below the roof rack 3.
  • 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.
  • bracing 10 is usually a steel cable or a pipe system, which is fixed in accordance with the ground and a corresponding bracing of the substructure 5 allows.
  • the openings 9 in the side walls 2 det Hall 1 are otherwise in accordance with Fig. 1 and FIG 2 manner after performing the construction section 6 and 36 respectively sealed, which, for example, by walling, by a filled with insulation interior and exterior paneling or otherwise can be done in a suitable manner.
  • the substructure 5, in particular the construction section 6, does not affect the supporting components in the form of the roof beams 3 and thus does not develop a supporting function for the hall 1, in which it is located is a self-supporting structure.
  • the substructure 5, which can 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 substructures 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 thus serve 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 at a defined selected distance below the roof rack 3 are located. Also, the variant of the substructure 5 shown in FIG 2 unfolds the effect described above.
  • FIGS. 3 to 5 A variant of a substructure 5 for the hall 1 is shown in FIGS. 3 to 5 in comparison to the exemplary embodiment shown in FIG.
  • the substructure 5 of FIG. 3 has, like the construction sections 6 extending substantially parallel to the roof beams 3, transversely across the hall 1, which in the case of the exemplary embodiment shown in FIG. 3 are not arranged below a roof carrier 3, but rather , as can be seen in particular Figures 4 and 5, between or next to the roof beams 3 extend.
  • a running between two roof beams 3 construction section 6 is indicated only schematically.
  • the construction section 6 extends, as in FIG. 1, on both sides in each case through an opening (not shown) or an opening in a side wall 2.
  • the opening is located between two roof carriers 3 and is preferably secured with a lintel. Outside the hall, the construction section 6 is again supported on supports 8 and 7.
  • FIGS. 4 and 5 which show non-exhaustive examples of possible construction structures of the construction sections 6, the construction sections 6 are connected by traverses 32 or load cross members 32 which are below a roof carrier 3 at a certain distance from the roof carrier 3 are arranged.
  • a cross member 32 connects two structural sections 6 each.
  • a cross member 32 can also connect a plurality of structural sections 6 or all structural sections 6 to one another.
  • 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 FIGS. 3 to 5 offers the advantage that there is hardly any inside the hall due to the substructure Room height loss gives, so that there is no limitation of the use of the hall.
  • FIG. 6 differs from the exemplary embodiment shown in FIG. 1 in that the construction section 6 of a substructure 5 is not supported on supports arranged outside the hall 1.
  • the construction section 6 of the substructure 5 is mounted on one side on a support 7 which, as already mentioned, is located inside the hall 1 in the case of the present exemplary embodiment.
  • the construction section 6 of the substructure 5 is mounted on a part of the hall 1 in the case of the present embodiment on a bracket 11 of the side wall 2 of the hall 1.
  • each roof carrier 3, a substructure 5 may be associated with a construction section 6, as shown in FIG 6, on a bracket 11 and supports 7 may be stored.
  • the construction section 6 can also extend over the entire hall 1 or it can be provided in different areas of the hall 1 design sections 6.
  • the construction section 6 of the exemplary embodiment shown in FIG. 6 is also realized as a space frame.
  • any mixing forms between the embodiments shown in FIGS. 1 to 6 are possible.
  • the construction sections 6 or the substructure can be mounted, for example, only on consoles 11 or only on supports 7 or 8 inside or outside the hall 1.
  • 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 shown in FIG. 6 and which interact with an evaluation unit 13.
  • the probes 12 may be mechanical or electronic probes with, for example, attached to the probes strain gauges, the probe may cause, for example, 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 sensors 12 are connected in a manner not shown in FIG. 6 to the evaluation unit 13, which may be a computing device, for example via cables.
  • the measured values of the measuring sensors 12 can also be transmitted to the evaluation unit 13 wirelessly 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 predefinable 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 substructure, is shown in FIG. 7 for a bridge 14 via a flow 15. Below the bridge 14, a substructure 16 between two slopes 17 is arranged. The substructure 16 can also be arranged on a foundation 30, for example, of a dam 31, as indicated in FIG.
  • 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 designed substantially arcuate in the case of the embodiment shown in FIG 7 and in turn serves in the event of a failure of the bridge 14, either by an overload acting on the bridge 14, or as a result of aging of the bridge 14, this at least for a certain period of time, that preferably all persons and vehicles that were on the bridge at the time of the failure left the bridge before it collapsed.
  • the support structure 16 may also have a measuring device for determining the distance between the substructure 16 or the construction section 20 of the substructure 16 and the bridge 14 in a comparable manner to the exemplary embodiment described in connection with FIG.
  • a measuring device for determining the distance between the substructure 16 or the construction section 20 of the substructure 16 and the bridge 14 in a comparable manner to the exemplary embodiment described in connection with FIG.
  • at least one traverse can be assigned at least one measuring sensor.
  • 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 framework, but can also be a rope construction, for example using cable nets, or a be 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.
  • FIGS. 8 to 10 show further exemplary embodiments of a substructure according to the invention, wherein in the case of the exemplary embodiments shown in FIGS. 8 to 10, the self-supporting structure has a supporting structure which comprises a latticed structure and struts.
  • the structure is a mast 40 for overhead power lines.
  • the mast 40 has a tower-like mast body 41 and four support arms 42 in the case of the present embodiment.
  • the mast 40 is arranged with four feet 43 on a foundation 44.
  • the grid-like structure of the support structure of the mast 40 comprises interconnected struts, which are typically formed of a metal.
  • Such masts 40 are exposed to the effects of the weather for years, as a result of which the supporting structure of the mast 40 can be negatively influenced in terms of its supporting function and its carrying properties. It is therefore already in the past, especially in adverse weather conditions, for example, when snow and ice adhere to the support structure of a mast 40 and expose them to a special load, come to fractures of such masts.
  • a substructure within a structure which has at least one support component accommodating at least one force, in the case of the present embodiment.
  • tion within the mast 40 which has at least one force-absorbing components in the form of rods 45, to be arranged such that the substructure, the at least one force receiving support components in the form of rods 45 at certain points for the introduction of force from the mast 40 into the substructure touched, resulting in a stiffening of the mast 40, resulting in a considerable rigidity and increase in load capacity of the mast 40.
  • a substructure 50 is disposed within the mast 40.
  • the substructure 50 has bar elements 51 and these interconnecting node elements 52.
  • the substructure 50 or the tie elements 51 connected to one another via the node elements 52 largely follow the lattice-like structure of the supporting structure of the mast 40.
  • the substructure 50 is arranged on foot wedges 53 which act as supports for the mast same foundation 44 as the mast 40 use.
  • the substructure 50 is arranged in the mast 40 such that in the case of the present exemplary embodiment, node elements 52 abut or touch bars 45 of the mast 40, so that an introduction of force from the mast 40 via the knot elements 52 into the substructure 50 Stiffening of the mast 40 can be done.
  • the contact does not necessarily have to take place between a node element 52 and a rod 45. Instead, the contact between the substructure and the mast can take place via elastomers or buffer elements, for example rubber bumpers, or special screw connections are provided.
  • the substructure 50 is again embodied as a space framework in which the already mentioned node elements 52, which may be mero nodes, connect rod elements 51 or tube elements 51 to one another.
  • the substructure 50 need not necessarily be designed as a space frame, but may also include bars and knots, angle profiles, ropes, and other construction elements that may be used in granular structures. bination to form the substructure can be connected to each other and can be made of metallic or other suitable load-bearing materials.
  • the formation of the substructure as a space framework but allows a relatively good adaptation to an existing geometry such as the mast 40, so that in the desired manner as possible at each node element 52, the introduction of a force can be done.
  • the substructure 50 need not necessarily stiffen the mast 40 completely over its entire internal volume. Rather, it is possible, as shown in Figures 8 and 9, that only a part of the tower-like mast body, which is exposed to special loads, has a substructure 50 for stiffening. This results in a formation of the stiffener as a tower in the tower, which forces can be relatively easily introduced into the stiffening and relatively slender embodiments of the stiffener are possible. In addition, this training of the stiffening no additional footprint needed. Incidentally, the stiffening may also be located only in an upper section of the mast 40 or of the mast body 41.
  • the substructure 50 has two further construction sections in the form of the outriggers 54.
  • a support strut 55 are arranged.
  • four such support struts are shown.
  • the stiffening of a structure with the aid of the substructure was described above using the example of a mast, in particular a mast for overhead power lines. However, other structures can be stiffened with such a substructure, so that there is an increase in their rigidity and their load capacity.
  • the described substructure can be easily retrofitted into a building in an advantageous manner, since the substructure can be made relatively compact.

Landscapes

  • 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)
  • Tents Or Canopies (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Revetment (AREA)
  • Laying Of Electric Cables Or Lines Outside (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

L'invention concerne une sous-structure pour un bâtiment (1, 14, 40) autoporteur sans ladite sous-structure (5, 16, 50). Ce bâtiment (1, 14, 40) présente au moins une composante porteuse (3, 45) absorbant au moins une force, la sous-structure (5, 16, 50) étant disposée par rapport au bâtiment (1, 14, 40) de manière à se trouver au moins en partie à proximité directe de la / des composante(s) porteuse(s) (3, 45) absorbant au moins une force du bâtiment (1, 14, 40). L'invention concerne en outre l'utilisation de cette sous-structure en tant que structure de sous-œuvre (5, 16) ou en tant que renfort (50) pour le bâtiment (1, 14, 40).
PCT/DE2006/001350 2006-08-02 2006-08-02 Sous-structure pour un bâtiment autoporteur sans ladite sous-structure et utilisation de cette sous-structure WO2008014727A1 (fr)

Priority Applications (7)

Application Number Priority Date Filing Date Title
AT06775789T ATE467011T1 (de) 2006-08-02 2006-08-02 Unterkonstruktion für ein ohne die unterkonstruktion selbsttragendes bauwerk
EP06775789A EP2047045B1 (fr) 2006-08-02 2006-08-02 Sous-structure pour un bâtiment autoporteur sans ladite sous-structure
US12/374,785 US20100005751A1 (en) 2006-08-02 2006-08-02 Substructure for a construction that is self-supporting without the substructure and use of the substructure
DE112006004055T DE112006004055A5 (de) 2006-08-02 2006-08-02 Unterkonstruktion für ein ohne die Unterkonstruktion selbsttragendes Bauwerk und Verwendung der Unterkonstruktion
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
DE502006006921T DE502006006921D1 (de) 2006-08-02 2006-08-02 Unterkonstruktion für ein ohne die unterkonstruktion selbsttragendes bauwerk
DE202006020431U DE202006020431U1 (de) 2006-08-02 2006-08-02 Unterkonstruktion für ein ohne die Unterkonstruktion selbsttragendes Bauwerk

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 (1)

Publication Number Publication Date
WO2008014727A1 true WO2008014727A1 (fr) 2008-02-07

Family

ID=37834189

Family Applications (1)

Application Number Title Priority Date Filing Date
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

Country Status (5)

Country Link
US (1) US20100005751A1 (fr)
EP (1) EP2047045B1 (fr)
AT (1) ATE467011T1 (fr)
DE (3) DE502006006921D1 (fr)
WO (1) WO2008014727A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009156827A1 (fr) * 2008-06-24 2009-12-30 Hedinger, Johan Pylône en treillis évolutif et ses composants

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
EP3164549B1 (fr) 2014-07-01 2020-09-30 DSM IP Assets B.V. Structures comprenant des fibres de polyéthylène à masse moléculaire extrêmement élevée

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE527115C (de) * 1929-04-05 1931-06-13 Koch Josef Schalungshalter fuer Deckenverschalungen
DE814936C (de) * 1950-03-23 1951-09-27 Bruno Zeidler Bewehrung fuer die Rippen von Stahlbeton-Rippendecken
CH320216A (de) * 1952-09-23 1957-03-31 Huennebeck Emil Mauritz Dipl I Schalungsträger
US3276123A (en) * 1962-09-26 1966-10-04 Arnold U Huggenberger Device for detection and recording of changes and deflection in building structures and the like
WO1996031853A1 (fr) * 1994-03-14 1996-10-10 Canty Jeffery N Dispositif de surveillance de la flexion
DE19803954A1 (de) * 1998-02-02 1999-08-05 Alstom Energietechnik Gmbh Verfahren und Vorrichtung zum Erhöhen von Masten

Family Cites Families (43)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1460165A (en) * 1920-04-13 1923-06-26 Blawknox Company Form for tunnels and culverts
US1664922A (en) * 1926-07-31 1928-04-03 Goodrich Chauncey Marsh Support for overhead cables
US1825800A (en) * 1929-05-06 1931-10-06 John Goben Roof construction
US2092988A (en) * 1935-01-22 1937-09-14 James Mfg Co Interchangeable steel framework construction
US2222978A (en) * 1939-02-18 1940-11-26 Kiren Joe Roof guard for open hearth
US2272349A (en) * 1941-07-21 1942-02-10 Edward A Noser Scaffold
US3208410A (en) * 1961-09-22 1965-09-28 Kelsey Hayes Co Radiation shelter
US3477189A (en) * 1967-02-20 1969-11-11 Anthes Imperial Ltd Load supporting structure
US3587125A (en) * 1968-08-30 1971-06-28 Magline Inc Sectional spanning beam and end supports
DE2021734C3 (de) * 1970-05-04 1978-08-31 Heinz-Theo Dipl.-Ing. 5300 Bonn Walbroehl Wanderabstützungsgerüst für den Ausbruch von Stollen oder Tunneln
US3782052A (en) * 1972-09-25 1974-01-01 W Vetovitz Apparatus and method for building construction
US3902324A (en) * 1973-06-25 1975-09-02 Us Interior Mobile roof supporting shield
NL7411510A (nl) * 1974-08-29 1976-03-02 Holterbosch J L M Stelling.
US4126972A (en) * 1976-06-28 1978-11-28 Almer Silen Tornado protection building
US4026118A (en) * 1976-07-14 1977-05-31 The United States Of America As Represented By The Secretary Of The Interior Movable roof support mechanism
DE2646552C2 (de) * 1976-10-15 1984-10-11 Gewerkschaft Eisenhütte Westfalia, 4670 Lünen Spreizschild, insbesondere Dachschild, zum Auffahren unterirdischer Hohlräume, wie vor allem von Strecken in Bergbau-Untertagebetrieben
US4222459A (en) * 1979-02-23 1980-09-16 Atlantic Cement Company, Inc. Protective scaffold
US4349300A (en) * 1979-06-04 1982-09-14 Kelley Jay H Systemic roof support
EP0025307A1 (fr) * 1979-08-29 1981-03-18 Allan Richard Hilton Appareil et procédé pour mettre en place des segments de soutènement pour des galeries minières
GB2097034B (en) * 1981-03-19 1985-01-09 Whitby Mark Portal frame structure resistive to both upward and downward loads
DE3243852C2 (de) * 1982-11-26 1984-10-31 Bochumer Eisenhütte Heintzmann GmbH & Co KG, 4630 Bochum Verbundausbau
CH653080A5 (fr) * 1983-05-27 1985-12-13 Beaumond Jean J Ossature metallique tridimensionnelle pour panneaux de construction.
DE3331355A1 (de) * 1983-08-31 1985-03-14 HLS-Verwaltung GmbH, 4630 Bochum Befestigungs- und klemmelement fuer gegenlaeufig gebogene rinnenprofile
DE3526550A1 (de) * 1985-07-25 1987-02-05 Bilfinger Berger Bau Freitragender bewehrungstunnel
DE3620619C2 (de) * 1986-06-20 1996-05-09 Dieter Fink Bausatz für Messestände und dergleichen
DE3722609C1 (de) * 1987-07-09 1988-08-18 Tunnel Ausbau Technik Gmbh Ausbaubogen fuer den Tunnelbau
CH678214A5 (fr) * 1989-02-20 1991-08-15 Bernold Ag
CA2111996A1 (fr) * 1992-12-22 1994-06-23 Mark Howell Systeme de soutenement de mine
JPH06322819A (ja) * 1993-05-11 1994-11-22 Tomoe Corp トラス構造物
US5564866A (en) * 1995-04-10 1996-10-15 Snyder; Raymond M. Reusable mine and underground roof, floor, and rib support system
ZA982634B (en) * 1998-03-30 1998-12-30 Council Scient Ind Res An arch useful for withstanding effect of rockburst occuring in underground mines/tunnels
US6308466B1 (en) * 1998-06-22 2001-10-30 Robert J. Moriarty Tornado protective enclosure
US6129483A (en) * 1999-01-26 2000-10-10 Rag American Coal Company Prefabricated metal overcast having a crushable lower section
US6415557B1 (en) * 1999-01-26 2002-07-09 Mccalley Richard M. Protective shelter
IL154130A0 (en) * 2000-07-28 2003-07-31 Univ Brigham Young Iso-truss structure
US6739429B1 (en) * 2000-10-18 2004-05-25 Gregory Peals Corner scaffold structure
US6402611B1 (en) * 2001-01-29 2002-06-11 David J Rohrbaugh Hinged mine stopping
US7464502B2 (en) * 2002-09-27 2008-12-16 Leon Sardi Herrera Modular folding shelter
US7347030B2 (en) * 2003-01-21 2008-03-25 Steve Lewison Modular truss system with a nesting storage configuration
WO2005035893A1 (fr) * 2003-10-07 2005-04-21 Trussed, Inc. Segments de treillis resistant a la charge pour immeubles
US7182687B2 (en) * 2005-01-14 2007-02-27 John Matthew Kennedy Air deflecting mine ventilation structure
DE202006001874U1 (de) * 2006-02-03 2006-07-06 Riedner, Wolfgang, Dipl.-Ing. System zur selbsttätigen Frühwarnung vor dem Abfall der Tragfähigkeitsreserven von Hallenbindern
US7690159B1 (en) * 2007-03-16 2010-04-06 Floyd Arnold Relocatable personal and/or pet safety appliance

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE527115C (de) * 1929-04-05 1931-06-13 Koch Josef Schalungshalter fuer Deckenverschalungen
DE814936C (de) * 1950-03-23 1951-09-27 Bruno Zeidler Bewehrung fuer die Rippen von Stahlbeton-Rippendecken
CH320216A (de) * 1952-09-23 1957-03-31 Huennebeck Emil Mauritz Dipl I Schalungsträger
US3276123A (en) * 1962-09-26 1966-10-04 Arnold U Huggenberger Device for detection and recording of changes and deflection in building structures and the like
WO1996031853A1 (fr) * 1994-03-14 1996-10-10 Canty Jeffery N Dispositif de surveillance de la flexion
DE19803954A1 (de) * 1998-02-02 1999-08-05 Alstom Energietechnik Gmbh Verfahren und Vorrichtung zum Erhöhen von Masten

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009156827A1 (fr) * 2008-06-24 2009-12-30 Hedinger, Johan Pylône en treillis évolutif et ses composants
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

Also Published As

Publication number Publication date
DE112006004055A5 (de) 2009-07-02
ATE467011T1 (de) 2010-05-15
DE502006006921D1 (de) 2010-06-17
EP2047045B1 (fr) 2010-05-05
EP2047045A1 (fr) 2009-04-15
US20100005751A1 (en) 2010-01-14
DE202006020431U1 (de) 2008-07-24

Similar Documents

Publication Publication Date Title
Smith Methods for predicting the lateral stiffness and strength of multi-storey infilled frames
EP0338972B1 (fr) Elément de raccordement pour panneau en porte-à-faux
CN107574945B (zh) 基于形状记忆合金棒材的自复位摇摆墙组件
EP2047045B1 (fr) Sous-structure pour un bâtiment autoporteur sans ladite sous-structure
EP3710650B1 (fr) Dispositif de protection de personnes contre une chute
DE202006020434U1 (de) Schutzvorrichtung für ein bestehendes, ortsfestes Objekt oder Bauwerk
DE202005015904U1 (de) Hochhaus mit einem Tragwerk
EP2735673A1 (fr) Mât de mesure du vent en bois
DE2626601C3 (de) Verfahren zum Ersetzen der senkrechten Pfosten von Portalsparren durch eine pfostenfreie Unterstützung und Dreigelenkrahmen zur Durchführung des Verfahrens
DE808783C (de) Bauweise
AT513706B1 (de) Funkstation
CN106088755A (zh) 一种预制装配式大型钢结构矩形仓及矩形群仓
WO1988004708A1 (fr) Grille a neige et briseur d'avalanche compose d'au moins deux grilles a neige
CN214090318U (zh) 一种老旧住宅采用外加钢结构加固阳台
DE19938676A1 (de) Schallschutzwand für Verkehrswege
AT211859B (de) Schutzbau, insbesondere gegen Lawinen
Georgescu et al. Conversion of a Temporary Tent with Steel Frame into a Permanent Warehouse
CH358459A (de) Schutzbau gegen Rutschungen, insbesondere gegen Lawinen
DE102006027322A1 (de) Verfahren und Vorrichtung zur Überwachung von tragenden Balken
DE202004014897U1 (de) Zwischen aufragenden, tragenden Bauteilen aufgehängtes Gebäude
AT223354B (de) Verfahren zur Errichtung von mehrgeschossigen Gebäuden
CN117684681A (zh) 大跨悬挑混凝土墙结构及其抗裂设计方法
DE1119499B (de) Gebaeude mit einer oder mehreren vertikalen Roehren und an deren oberen Enden aufgehaengten Geschossdecken
DE2615965C3 (de) Haus in Mastbauweise
Agrawal et al. A Review On Multi Storied Building By Changing Different Shapes of Shear wall For Zone IV & V Under Plain And Sloping Ground Condition

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 06775789

Country of ref document: EP

Kind code of ref document: A1

DPE1 Request for preliminary examination filed after expiration of 19th month from priority date (pct application filed from 20040101)
WWE Wipo information: entry into national phase

Ref document number: 202/MUMNP/2009

Country of ref document: IN

WWE Wipo information: entry into national phase

Ref document number: 2006775789

Country of ref document: EP

NENP Non-entry into the national phase

Ref country code: RU

WWE Wipo information: entry into national phase

Ref document number: 12374785

Country of ref document: US

WWE Wipo information: entry into national phase

Ref document number: 1120060040553

Country of ref document: DE

REF Corresponds to

Ref document number: 112006004055

Country of ref document: DE

Date of ref document: 20090702

Kind code of ref document: P