EP0980938A2 - Assemblage de support pour construction de bâtiments et méthode de fabrication relative - Google Patents

Assemblage de support pour construction de bâtiments et méthode de fabrication relative Download PDF

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Publication number
EP0980938A2
EP0980938A2 EP99116403A EP99116403A EP0980938A2 EP 0980938 A2 EP0980938 A2 EP 0980938A2 EP 99116403 A EP99116403 A EP 99116403A EP 99116403 A EP99116403 A EP 99116403A EP 0980938 A2 EP0980938 A2 EP 0980938A2
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EP
European Patent Office
Prior art keywords
belt
lattice
lattice girder
carrier device
girder
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
EP99116403A
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German (de)
English (en)
Other versions
EP0980938A3 (fr
Inventor
Konrad Lehrhuber
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.)
Individual
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Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP0980938A2 publication Critical patent/EP0980938A2/fr
Publication of EP0980938A3 publication Critical patent/EP0980938A3/fr
Withdrawn legal-status Critical Current

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Classifications

    • 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 [3D] 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
    • E04C3/38—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
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/162—Connectors or means for connecting parts for reinforcements
    • E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/162—Connectors or means for connecting parts for reinforcements
    • E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
    • E04C5/165—Coaxial connection by means of sleeves
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/162—Connectors or means for connecting parts for reinforcements
    • E04C5/166—Connectors or means for connecting parts for reinforcements the reinforcements running in different directions
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/20—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups of material other than metal or with only additional metal parts, e.g. concrete or plastics spacers with metal binding wires
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • E04H12/2207—Sockets or holders for poles or posts not used
    • E04H12/2215—Sockets or holders for poles or posts not used driven into the ground

Definitions

  • the invention relates to a carrier device for building structures and a method for manufacturing a carrier device.
  • Support devices or construction systems are known from the prior art, for example for climbing aids become, although by means of special connecting devices such as a connection node or the like Allow construction, but the designs of the lattice girders very expensive and through a variety of Longitudinal bars very stiff. This increases stability, however, there is a delicate appearance of the construction given only conditionally. There is also an adaptability during execution at the construction site due to the complex Construction difficult.
  • a lattice girder is to be created of trellises become known, the one from a spatial Profile-forming wire mesh material with several, to each other parallel, not in one plane and longitudinal bars connected by cross bars.
  • the straight lattice girders become arched structures by bending to the center of the bend located longitudinal wires shortened so that there is a bent
  • the course of the lattice girder results.
  • the bending of the lattice girder large number of notches not only the optical Appearance of the lattice girder, but also the Stability as there is resistance to the kinked areas further bending is less.
  • DE 38 07 242 C1 is a trellis for climbing plants known that composed of spatial lattice girders is, which converge with their ends in nodes and are connected to each other there. Any lattice girder has conical or truncated pyramidal ends with head pieces on. The headers of the lattice girders will be screwed over nodes in the nodes.
  • the lattice girders are only intended as elongated, straight elements, through complex node connections larger building structures can be put together. Bent elements are not provided.
  • lattice girders are known from reinforced concrete construction.
  • DE 40 36 293 A1 shows a lattice girder for reinforcing concrete slabs and the like with a Upper chord and at least one spaced apart Lower chord and with continuous, zigzag curved Connecting rods for connecting the lower chord to the Top chord.
  • These lattice girders are always used as reinforcement elements e.g. B. used for concrete slabs by in Concrete are poured, but they are arranged in the concrete slab without fastening or connecting elements are. Because these lattice girders as standardized elements are manufactured and used in large quantities they are available at low cost.
  • the invention has for its object a carrier device for building constructions such as climbing aids or the like to create a filigree that can be used universally Appearance and inexpensive to manufacture is.
  • a support device has at least one lattice support has an upper chord and at least one lower chord as well as spacers connecting the upper and lower chord contains, and that fastening and / or connecting devices are supplemented on the lattice girder and / or that its shape or changed its configuration and to a respective one Carrier device is adapted.
  • a change in shape of the Lattice girder, such as its bend or Kinking, due to a deformation while changing the Length of at least one of the straps are formed.
  • the Changing the length causes or supports the deformation of the entire lattice girder. You can do this through targeted choice of the belt or belts to be deformed Deformations or designs of the lattice girder achieved become like single arches, multiple arches, wavy carriers or twisted carriers. Finally, kinks can also be produced easily.
  • the belt is stretched at least by rolling the belt to reduce the cross section on the belt sections between connection points with the Spacers is made.
  • a change in the length of a belt can be done by replacement this belt against an extended or shortened and replacement belt adapted to the deformation of the lattice girder be formed.
  • a replacement belt can be made from the same Wire material is made like the original belt. On the other hand, it can also have a changed diameter or have a different profile.
  • the shortening of the Length of a belt by removing at least one Section of this belt and by reconnecting the shortened strap ends formed.
  • the lattice girder, the after Subdivide a belt and / or at least by loosening a connection between a belt and a spacer is deformable at a respective connection point and brought into the desired shape by joining the subdivision and / or by restoring solid Connections at the connection points between a belt and the spacers a structurally stable part of the properly configured carrier device forms.
  • the Top chord is removed from the lattice girder, which is at least one Lower flange is bent and then a to the shape of the curved lattice girder adapted replacement top chord to the Spacers of the lattice girder is attached.
  • Another alternative is that at least a lower chord is removed from the lattice girder, the upper chord is bent and then at least one to the shape of the curved lattice girder adapted to the lower chord Spacers of the lattice girder is attached.
  • the deformation of the lattice girder according to the invention can also can be achieved in that the top chord and / or the Lower chord is divided in at least one place that the Lattice girders are deformed into the required shape and that the respective separate belt parts be firmly connected.
  • the fixed connection of the separate belt parts can be done with Sleeves or clamps, by gluing or screwing or by Welding are formed.
  • the screw connections offer the great advantage that also at the installation site Connections made without much effort and for Position correction can be solved again.
  • lattice girders are arranged side by side are combined to form supporting units of the carrier device, can with these support units a variety of different Constructions are carried out. So you can for example the lattice girders from a common one fan out the central pillar and a pavilion form. Furthermore, there are no special, as Custom-made and therefore expensive Node pieces required to connect the lattice girders.
  • a fastener at least attached to one end of the lattice girder or as part of the Lattice girder is formed.
  • the lattice girder has a coating such as an epoxy resin coating that grain scattering to increase surface roughness exhibits, whereby the tenderness of plants at this Carrier device is improved. Furthermore you can Coatings or paints as rust protection (e.g. Galvanizing) or applied as an optical element.
  • rust protection e.g. Galvanizing
  • the advantage of screw connection technology is also evident here no post-rust treatment after welding required.
  • the variability of the design of the carrier device is thereby increased that by connecting parts several lattice girders with each other or additional components with lattice girders can be connected.
  • Such connecting parts are advantageously screw and clamp parts, the one Connection of the belt wires at different angles and enable anywhere on the straps and the Facilitate assembly at the installation site because there is no welding is required.
  • the Lattice girders have a top chord and two bottom chords that go directly are not connected to each other. This results in a particularly high degree of flexibility and variability in the Manufacture of the carrier device for different Purpose, being a filigree appearance and the necessary spatial stability is maintained. Besides there is little effort for material and Connecting parts. Since the two lower chords have no direct Connectors are made are the individual Lattice girders can be stacked one inside the other, creating a less space required for storage and transport and results in less packaging effort.
  • the top flange and / or the at least one bottom flange of the Lattice girder can have a non-circular, profiled cross-section exhibit.
  • the lattice girder can have a flat belt, wherein this is also attached or a strap z. B. as Replacement belt replaced. This will configure the Lattice girder changed and the stability increased. In order to additional functions of the lattice girder can be produced, such as B. the installation of a gutter sheet for the use of Lattice girder as a gutter.
  • a lattice girder can also be connected by connecting the two top chords and by additional Lower chord connections are made.
  • the two lower chords can be attached to other components be connected by at least one additional component.
  • the Components can also be between the top chord and one Lower chord can be arranged.
  • connecting wires or a Perforated sheet to be attached to the lower chords can drill holes for screw connection with additional Have lattice girders or other parts.
  • two spaced lattice girders can be separated by one Mesh mat to be connected.
  • the mesh mat can by simple wire connections attached to the lattice girders be and as a flat rank element and / or design element serve that in appearance to the filigree Lattice girder is adapted.
  • the grid mat increases the spatial stability of a construction of several Lattice girders.
  • the lattice girder is a is a ready-made, standardized element. Still can at a low cost in manufacturing Use of other belts, belt diameters or spacers be made.
  • the carrier device according to the invention can consist of different Lattice girders with different belt spacing and / or belt diameters. This allows you to simple way constructions z. B. with prevailing Carriers are made with simple knot connections with low overall height at the node connection and can be produced without additional intermediate connecting parts can.
  • the lattice girder For a ground attachment in the ground, one can be in the ground drivable, post-like or post-like floor element attached to its top end and pointing upwards be provided on which the belt ends of the lattice girder be fixed, for example by clamping, Screw or glue. If the position needs to be adjusted the lattice girder to the floor element can Lengths of both the individual strap ends on the pins as well the pins are adapted to the belt ends. Through this Lattice girders can be easily adjusted attach to the floor element at any angle, whereas with previously executed constructions z. B. two nested and pivotable against each other Half shells have been used.
  • A can be used to bend the straps of the lattice girder Bending tool can be provided, the two in one joint has pivotally connected lever arms and respective Jaws to put on the belt and on the spacers when bending the belt around the hinge point.
  • the second task is solved in that at one Method for producing a carrier device from at least a lattice girder that has an upper chord, at least one Lower flange and spacer between the upper and the respective Has lower chord, according to the invention fastening and / or Connection devices on the prefabricated lattice girder be attached and / or that its shape or Configuration changed and to a respective carrier device is adapted, for a change in shape of the lattice girder, especially for its bend or kink, shortened or lengthened the length of at least one of his belts and that for an extension of a strap this especially by rolling, pressing or pulling and thereby achieved cross-sectional taper is extended, whereby a curved shape of the lattice girder is produced.
  • the carrier device according to the invention and the method for producing the carrier device thus has a large number of benefits.
  • a major advantage is that no special lattice girder production is required is. Rather, already in the reinforced concrete sector existing and widely used lattice girders used are saved, which saves development costs and investment costs low production costs can be achieved and an adequate supply of the starting products is guaranteed is.
  • other straps e.g. B. with special profiles, in the manufacture of lattice girders be used.
  • the lattice girders only have a few longitudinal bars or belts, usually 2 to 4 and preferably 3, will delicate and aesthetically appealing structure and design the carrier device achieved. This structure is retained if several lattice girders become one larger one Construction can be combined or if several lattice girders be connected at common nodes. Through the small number of longitudinal bars, which is nevertheless sufficient Offer strength for the carrier device arise due to the lower use of materials, lower costs for the starting products.
  • the simple design of the lattice girders also allows the use of simple lattice girder joining techniques with each other as well as with other components and others Materials.
  • existing connecting parts such as Sleeves, clamps and the like can be used.
  • the cross sections the straps of the lattice girders can be dependent of available connecting parts can be selected, whereby there is a cost saving.
  • carrier devices are balconies, carports, Garden shed, halls, pavilions, stand construction, pergolas, Trellises, canopies, winter gardens, fence systems and the like. These examples show the flexibility in Use of the carrier device.
  • An editing and addition the carrier device at the construction or assembly site are possible as well as subsequent additions or changes the respective construction. custom made are easy to implement.
  • Through this universal application there is the possibility of object-independent pre-production. This in turn results in a reduction in manufacturing costs and a time-saving implementation of with the carrier devices realizable objects, also a Adaptation to typical requirements is possible.
  • a carrier device 1 according to the invention which, for example, serves as a climbing aid for plants at least one lattice girder 2, the upper chord 3, two adjacent lower chords 4 (in the simplified 1 to 3 and 6 to 8 is only one the lower chords 4 shown) and spacers 5 between the Upper chord 3 and the respective lower chord 4 contains.
  • the spacers 5 are, for example, individual rods attached to their ends with the upper and lower chords 3 and 4 at connection points 6 are welded, or several spacers 5 are by bending a wire in each Shaped in succession and at their bending points welded to the straps 3 and 4 at the joints 6.
  • the spacer 5 gives the lattice girder 2 its stability and flexural rigidity.
  • Such lattice girders are used in reinforced concrete construction. You will e.g. B. in the production of reinforced concrete ceiling elements with concrete cast in and give the ceiling element the required Bending stiffness.
  • Fig. 1 half is one Archway-forming support device 1 shown by a curved lattice girder 2 is formed.
  • This curved Shape is achieved by using the originally straight lattice girder 2 the top chord 3 in the area to be bent piece by piece between two separation points 7, the inside two adjacent junctions 6 are removed is, the remaining lattice girder 2 in the desired curved shape or shape is brought and finally one new, longer rod shaped into the required curved shape and as a longer replacement belt or top belt 3 'again is welded to the lattice girder 2.
  • the upper chord 3 can also by two separated cuts at the ends of the bending area separated and after removal from the spacers 5 can be removed at the connection points 6.
  • a new top chord can be replaced by the original top chord Welding a compensation piece can be extended.
  • FIG. 2 An alternative to making a lattice girder bend 2 is shown in FIG. 2.
  • the top chord 3 multiple times between two adjacent connection points 6 divided, e.g. B. cut, sawn through or separated with a cutting disc.
  • the due to the Bend required extension of the top chord 3 will provided by sleeves 8 or clamps with which the separate and spaced strap ends at the Subdivisions of the top chord 3 are firmly connected again become.
  • FIG. 3 shows an exemplary embodiment in which the upper chord 3 is alternately curved convex and concave, with its separations or subdivisions by sleeves 8 or the like are firmly bridged. In this way, any result Deformability.
  • Fig. 6 shows a comparable embodiment in which one lower chord 4 (or two lower chords 4, if present) the lattice girder 2 has been divided several times. Thereby the lattice girder 2 can be bent in the manner shown so that the lower flange 4 is facing the center of the bending Side lies. Instead of the sleeves 8, other connecting elements can be used be used. Likewise, the separate The ends of the lower flange are welded together. In this way, a lattice girder can also be rotated within itself or get wounded. Deformations are not just that in one plane, but also three-dimensional. This Deformations can be made on site at the construction site become.
  • the lattice girder 2 shown in Fig. 7 is around an outer Kink point 9 in the upper flange 3 bent, which is at the junction 6 two adjacent spacers 5 is located.
  • a part 4 'of the lower flange 4 is at a connection point 10 have been separated to the required for the kink Shortened length and then at the connection point 10 have been welded on.
  • a similar example contains for connecting of the divided lower flange 4 in turn a sleeve or Terminal 8. This means that any bends can also be made on site be made at the construction site.
  • the belt division described can any lattice girders with one or more top chords and with one or more lower chords in the invention Way. More examples of different Configurations of lattice girders are in Fig. 5 shown. In Examples 1 to 4, the number is the upper chords 3 and the lower chords 4 vary. The examples 5th to 10th show different forms of the lattice girders. Examples 11 to 13 below show different ones Types of top and bottom chords and spacers or diagonal connections in the cross-sectional profile.
  • FIG. 9 Different designs are shown in the views of FIG. 9 the ends of the lattice girders as extensions and / or End pieces shown.
  • Fig. 10 are a variety of connecting and clamping elements shown the simple connection options show the carrier device according to the invention.
  • the Fig. 10 E to G show a universal clamp in various applications, being shown next to the orthogonally Any other angle can be set.
  • a such universal clamp consists of two clamps and one Connection and clamping screw.
  • 10 D shows one Clamping sleeve for the axial longitudinal connection of two wires or Straps.
  • Figures 10 A and F show two types of T-connectors.
  • a clamp as a universal fastener (see Fig. 11) can connect the wires, straps and spacers with Masonry, wood, sheet metal, other wires and belts and the like getting produced.
  • Fig. 12 shows a lower chord 4 welded plate 10 with a hole 11 as a universal fastener.
  • the sheet has an elongated hole on (Fig. 13) or the sheet is a washer (Fig. 14).
  • FIG. 15 shows a wall mounting for a lattice girder. Its upper flange 3 contains a bent end 12, which in a retaining ring 13 fastened to a wall (e.g. screw with eyelet).
  • a wall or floor for a rotatable attachment
  • Wall or floor is a bar 14 on the lattice girder (e.g. on the lower chords) vertical, for example welded to the longitudinal direction of the lattice girder.
  • the rod 14 is in line holder 15, which is attached to the wall are pivoted.
  • the rod can also be welded on Wire pins are screwed to the lattice girder (Fig. 17).
  • the base plate 16 With a base plate 16 made of metal attached to the lattice girder 2 is attached, is another wall or floor attachment provided.
  • the base plate 16 has a pin 17 for each belt 3 or 4.
  • sleeves 8 With sleeves 8, the connections made between the pins 16 and the straps 3 and 4, respectively.
  • the attachment to the base plate 16 is universal usable and adaptable as the pins or Wires 17 bent and aligned coaxially to the straps and can also be shortened so that oblique connections are producible.
  • Other shapes for the base plate are in Fig. 19 shown. Examples of simple connection and and fasteners for wall mounting and mutual Connections of lattice girders are shown in FIG. 20.
  • Fig. 21 21 Fastening the lattice girder to a flat steel 20, that can be part of a railing is shown in Fig. 21 21 are on the one hand via T-connector 22 to the Lower chords 4 of the lattice girder 2 and on the other hand Flat steel clamps 23 attached to the flat steel 20.
  • the lattice girders can be assembled into different girder combinations (Fig. 22).
  • the so-called Trial column “consisting of three lattice girders (view A)) is particularly suitable for corner designs with orthogonal corners.
  • View B) shows a trial column as the corner column of a pavilion.
  • Lattice girders can be connected to each other via node connections 23 and 24). These are, for example butt joints of a belt with another, such as. B. with a T-connector 22. As a result, there are many variations in different directions of rotation of the lattice girders executable.
  • Fig. 25 shows the connection of several lattice girders, wherein two lattice girders 2 are arranged in one plane and at least another lattice girder 2 'perpendicular to this Level runs.
  • FIG. 26 shows node connections with several lattice girders, view a) a carrier ring 30 with T-connectors, view b) a carrier rectangle 31 with T-connectors and view c) shows a ring 32 made of a round bar or a tube. If two wire rings 32 are used, both the Upper and lower chords are connected.
  • lattice girder 2 of a carrier device attached to a wall be securely attached.
  • the wires or ropes 33 between the lattice girders 2 and the wall can be with clamping parts 34 be braced.
  • Mesh mats can also be used for bracing are used with the described clamping technology be connected to the lattice girders.
  • Components provided for this purpose can, for example welded wires 35 (Fig. 28, view a)) or a through plate or perforated plate 36. This will make the Lattice girder stability increased.
  • a lattice girder 2 (view from below against the lower chords 4) is a specially shaped plate 37 with long fastening sections in the transverse direction of the lattice girder 38 and short attachment sections 39 such attached that the ends of the long attachment sections 38 lie on the lower straps 4 and the ends of the short fastening sections 39 between the bends of the spacers 5 are arranged, whereby these ends laterally are led.
  • FIG. 30 shows an embodiment of a carrier device, where a grid mat 40 between T-connector 41 between two spaced lattice beams 2 is attached.
  • the flat part 42 can be a slat or a plate made of plastic, wood or metal and increases the pressure stability of the lattice girder.
  • the flat part can be on everyone of the three sides of the lattice girder.
  • FIG. 32 An example of one used in a roof structure Lattice girder 2 is shown in FIG. 32.
  • a profiled sheet 43 as Gutter is on the lattice girder 2 between the lower chords 4, which are arranged here on the top, welded.
  • Roof plates 44 are on the top of the two sheet metal edges screwed on. Between them is a rubber seal 45.
  • FIG. 33 shows fastening elements for anchoring the carrier device in the ground.
  • a is a plate 46 with three welded pins 47 on the cross profile of the pile-like fastener 48 is welded.
  • the pins 47 can be adapted to a lattice girder bent and shortened.
  • an adapter e.g. B. an attached hardwood to protect the pins 47
  • the fastener can be hammered into the ground become.
  • View b) shows a variant with a tube as Fastening element 48 and a plate 46 with a central one Hole in which a mandrel or adapter 49 to drive in of the pipe is used.
  • FIG. 34 A bending tool to create the deformations of a lattice girder is shown schematically in Fig. 34.
  • Fig. 34 In the reduced overall view in view a) is the approach of the two-lever bending tool at a connection point 6 shown on the top chord 3. The neighboring lower flange 4 is separated.
  • View b) clearly shows the start of the Tool, with jaws 50 of the tool on the top chord 3 and the diagonal straps or spacers 5.
  • the carrier device as an arched trellis shows Fig. 35.
  • the carrier device is portable.
  • Fig. 36 shows a roof of a house entrance or one Free seat with a carrier device with two lattice girders 2 as leaning sheets on the wall and floor and with two horizontal ones Lattice girders 2 ', the two vertical sections connect and on which a stiffening grid mat 40 is attached. For further stiffening one joins Tube 60 or a rod, the two lattice girders 2 at the bends. On the two essentially horizontal sections the lattice girder 2 can be a cover for weather protection be attached.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Coupling Device And Connection With Printed Circuit (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Floor Finish (AREA)
EP99116403A 1998-08-20 1999-08-20 Assemblage de support pour construction de bâtiments et méthode de fabrication relative Withdrawn EP0980938A3 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE1998137883 DE19837883C2 (de) 1998-08-20 1998-08-20 Trägervorrichtung für Baukonstruktionen und Verfahren zum Herstellen einer Trägervorrichtung
DE19837883 1998-08-20

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EP0980938A2 true EP0980938A2 (fr) 2000-02-23
EP0980938A3 EP0980938A3 (fr) 2001-05-16

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EP99116403A Withdrawn EP0980938A3 (fr) 1998-08-20 1999-08-20 Assemblage de support pour construction de bâtiments et méthode de fabrication relative

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Cited By (4)

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Publication number Priority date Publication date Assignee Title
US6377819B1 (en) * 2000-04-06 2002-04-23 Iospan Wireless, Inc. Wireless communication system using joined transmit and receive processing
EP2050887A2 (fr) 2007-10-19 2009-04-22 Filigran Trägersysteme GmbH & Co. KG Poutre en treillis
ITBO20100712A1 (it) * 2010-11-30 2012-05-31 Andrea Fasoli Giunto per accoppiare barre di armature per calcestruzzo armato
EP3815516A1 (fr) * 2019-10-29 2021-05-05 BayWa Aktiengesellschaft Structure de support pour cultures végétales

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Publication number Priority date Publication date Assignee Title
CN104453285B (zh) * 2014-11-04 2016-09-07 中国建筑股份有限公司 一种装配式超高性能素混凝土休憩亭及其施工方法

Citations (3)

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Publication number Priority date Publication date Assignee Title
DE3243971A1 (de) 1982-11-27 1984-05-30 Hans 4130 Moers Lechtenböhmer Gittertraeger zur erstellung von rankgeruesten und dergleichen sowie verfahren und vorrichtung zu seiner herstellung
DE3807242C1 (en) 1987-10-14 1989-03-09 Mero-Raumstruktur Gmbh & Co Wuerzburg, 8700 Wuerzburg, De Trelliswork for climbing plants
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DE19837883A1 (de) 2000-03-02
DE29817428U1 (de) 1999-05-12
DE19837883C2 (de) 2003-03-20

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