EP0669431B1 - Trägersystem - Google Patents

Trägersystem Download PDF

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Publication number
EP0669431B1
EP0669431B1 EP95870013A EP95870013A EP0669431B1 EP 0669431 B1 EP0669431 B1 EP 0669431B1 EP 95870013 A EP95870013 A EP 95870013A EP 95870013 A EP95870013 A EP 95870013A EP 0669431 B1 EP0669431 B1 EP 0669431B1
Authority
EP
European Patent Office
Prior art keywords
tie
tube
flange
nut
threaded rod
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP95870013A
Other languages
English (en)
French (fr)
Other versions
EP0669431A1 (de
Inventor
Pierre Carbonez
Marc Roose
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.)
Voestalpine Sadef NV
Original Assignee
Voestalpine Sadef NV
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 Voestalpine Sadef NV filed Critical Voestalpine Sadef NV
Publication of EP0669431A1 publication Critical patent/EP0669431A1/de
Application granted granted Critical
Publication of EP0669431B1 publication Critical patent/EP0669431B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
    • E04B7/022—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs consisting of a plurality of parallel similar trusses or portal frames
    • E04B7/024—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs consisting of a plurality of parallel similar trusses or portal frames the trusses or frames supporting load-bearing purlins, e.g. braced purlins
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2418—Details of bolting
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2454—Connections between open and closed section profiles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2457—Beam to beam connections
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/249—Structures with a sloping roof
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/388—Separate connecting elements
    • E04B2001/389—Brackets

Definitions

  • the subject of the present invention is a tie rod to connect beams that are part of a structure mounted on a structure or frame main, as well as a system using such tie rods.
  • This system includes tie rods which are placed in the extension of one another, the soul of a beam being fixed between two tie rods placed in the extension of each other.
  • the tie rods are known to use tensile or compressive forces (thrust) and for ensure sufficient torsional strength, thanks to what the lateral displacements and the torsion of beams, for example of roofs, mezzanines and pallet supports, can be avoided.
  • US-A-5,077,953 describes a spacer which does not prevent the torsion of the beams.
  • the retractor requires significant perforation of the beams, this perforation weakening the beams.
  • the main lines do not extend in the extension of each other. Parasitic forces are thus created, these reducing the solidity of used materials.
  • Another system consists of welding of an extreme plate on a tie rod. We connect two two-tie end plates with interposition between them a beam, by means of bolts. The cost of such a system is expensive compared to the solution proposed by the invention. The surface of the nozzle pre-galvanized is damaged and therefore loses its resistance corrosion.
  • a great defect of this system is its mounting complicated by the fact that two bolts must be engaged in the end plates and in the beam located at a high height.
  • British patent GB-B-2169678 avoids but insufficiently the torsion of the beam which is fixed between two tie rods, because the two half-supports bolts open by shearing by the moment of bending in the tie rod.
  • Figure 1 of this document shows a female end piece and a male end piece.
  • the nut contained in the female end piece is formed of a part but does not contain means, in the form of a flange, to support the tie rod on one of the beams.
  • a threaded rod cannot be screwed into the male end of the tie rod.
  • the tip female or male end piece does not contain an outer annular groove with a corresponding deformation of the tie rod pipe.
  • the tie according to the invention is a tie which has sufficient resistance to bending, which can withstand high tensile and pressure, whereby the core of a beam is fixed firmly (loosening being difficult), and which can easily be mounted.
  • the present invention uses nuts preferably made in one piece without intermediate piece.
  • the system connects beams of a structure between fixing points of these beams on a structure main.
  • Said system includes axial tie rods located in the extension of one another.
  • the soul of a beam is fixed between two tie rods located in the extension of each other, a first tie being provided with a threaded rod on which a nut of a second tie rod is screwed, said threaded rod being engaged in a hole in the soul.
  • the first tie rod is provided with a support means so that the soul of the beam is blocked between said support means and the nut.
  • This support means or nut comprises a flange which is provided with minus a protuberance or ring whose outer edge adjacent to the core defines a surface located (or whose most of it is located) in the volume obtained in axially extending the outer wall of the tie rod in the vicinity of said support or located in the defined volume V between the extreme edges of two tie rods between which the beam is fixed.
  • the nut and support means comprise a flange provided with at least one protuberance or ring whose adjacent outer edge of the core defines a surface located in the volume obtained by extending axially the outer wall of the tie rod in the vicinity of said nut or located in the volume defined between the extreme edges of the two tie rods between which the beam is fixed.
  • the system connects beams of a structure between fixing points of these beams to a main structure.
  • Said system includes axial tie rods extending between two beams or a beam and the main structure, the soul of a beam being attached to the end of one or several tie rods.
  • Said end of the tie rod is provided a threaded rod or nut, on which a nut a support means is screwed or in which a rod is screwed threaded by means of support or bolt, the threaded rod extending through an opening or hole in the soul of the beam, this core then being fixed between the support means or bolt and nut.
  • This support means comprises a flange which is provided with at least one protuberance or ring whose edge adjacent exterior of the core defines a surface located in the volume obtained by extending the wall axially exterior of the tie in the vicinity of the beam, while the nut includes a flange which is advantageously provided with at least one protrusion or ring whose adjacent outer edge of the core defines a surface located in the volume obtained by extending axially the outer wall of the tie rod considered at neighborhood of the beam.
  • the support means is a flange having two circular protuberances or rings, said protrusions or rings being separated one of the other so as to define between them a groove.
  • the nut flange also has two protrusions circulars or rings separated from each other of so as to define a groove between them.
  • the central ring or protuberance i.e. adjacent to the axis of the considered tie
  • the central ring or protuberance may have an outer edge (i.e. away from the axis) adjacent to the soul of the beam defining a surface whose edge outside is not located in the volume defined in axially extending the outer wall of the tie rod neighborhood of the beam.
  • the support means and the nut are arranged so that a part of the support means touches part of the soul of the beam which is not in the extension (axial) of the part of the core that a part of the nut touches, while part of the nut touches part of the core which is not in the extension (axial) of the part of the core touched by a part of the support means.
  • the support means and the nut are arranged so that a part of the support means touches a part of the core which found in the extension of the part of the soul that touches part of the nut.
  • the support means comprises a flange provided with two circular protrusions or rings, said circular protrusions or rings being distant from each other to form between them a throat.
  • the nut includes a flange having two circular protrusions or distant rings one of the other to form a groove between them.
  • a protuberance or ring of support means or nut is in the extension of a groove in the nut or the support means.
  • the flanges of the support means and of the nut are provided with fins, these fins preferably extending between the rings or protuberances, that is to say in the gorges.
  • Figure 1 shows in perspective a part of a structure of a construction which includes pillars, sleepers, etc. 1 to which are attached beams 2 by fixing means such as means shown in Figure 4.
  • the means 3 shown in Figure 4 is used for attach a Z, C or sigma profile 2 to a principal amount 1.
  • the means 3 comprises a plate 5 folded along an axis 7 and provided with a groove or fold 6.
  • the means 3 is fixed for example by means nuts or bolts 9 on the main post 1, while that bolts can for example be used for fix the Z, C or sigma profile on the medium 3.
  • the system 10 includes tie rods 10A, 10B, etc which are placed in the extension one of the other. Between the tie rods 10A and 10B is fixed the core 30 profile 2, for example C-shaped (see Figure 2).
  • tie rod 10A One end of tie rod 10A is provided with a threaded rod 12 on which the nut 13 at one end of the tie rod 10B is screwed.
  • the threaded rod 12 crosses the core 30 of the beam 2 through an opening 14.
  • the core 30 of the beam 2 is fixed, wedged or compressed between a support means 15 of the tie rod 10A and the nut 13 from tie 10B.
  • the support means 15 comprises in the form of represented achievement which is one of the forms preferred, a flange 16A comprising two rings 17A, 18A between which is defined a groove 19A.
  • a flange 16A comprising two rings 17A, 18A between which is defined a groove 19A.
  • the fins 20A fins connecting the rings 17A, 18A to increase still the stiffness of the flange.
  • This flange, fins and rings are for example made of a material synthetic, for example in reinforced polyamide (fiber glass).
  • the nut 13 is, in the embodiment shown, also fitted with a 16B flange with two rings 17B, 18B between which a groove 19B is defined and which are connected to each other by 20B fins extending into the groove 19B.
  • the support means 15 and the nut 13 are arranged in such a way that the parts of the core 30 touched by the rings 17A, 18A of the support means 15 are in the extension (direction of the X axis of the pulling) parts of the core 30 that the rings touch 17B, 18B of the nut 13.
  • the rings 17A, 17B of the support means 15 and nut 13 have an edge 17A1, 17B1 adjacent to the core 30 of the beam and directed towards the ring 18A, 18B (i.e. away from the X axis), which defines a surface located in the volume V obtained in extending in the axial direction X the wall exterior of tie rods 10A, 10B, i.e. in the case represented in volume V defined between the edge end (100) of the outer wall of the tie rod 10A (edge facing the core 30) and the extreme edge (101) of the outer wall of tie rod 10B (edge facing the core 30).
  • the surface defined by said edge 17A1, 17B1 is advantageously distant by a distance of 1 mm, from preferably at least 2 mm, in particular 3 to 5 mm of the outer surface of said volume.
  • the fins 20A, 20B advantageously have a upper surface which initially did not correspond to the upper surface of the ring 17A, 17B nor on the surface upper ring 18A, 18B (upper surface of fins slightly set back from the surfaces upper rings 17A, 17B, 18A, 18B, before mounting). After mounting, these upper surfaces extend advantageously in the same plane WA, WB.
  • These fins 20A, 20B somehow form fingers integral with the central ring 17A, 17B said central ring extending in the volume V defined by axially extending the outer wall of the tie rod, while said fins extend outside said volume V.
  • the nut 13 and the support means 15 consist of a element which is shown in figure 5.
  • This element 21 has a substantially cylindrical shape and present at its two ends a recess 22,23.
  • the recess 22 is fitted with a net on which the end of a rod threaded can be screwed to fix it.
  • the recess 23 is provided with fins 24 to increase the rigidity of the item.
  • the element has an annular groove 25 which used to attach element 21 to one end of a nozzle or pipe 26. By deformation of the nozzle or pipe, the element 21 can no longer slide in the axial direction or longitudinal X of nozzle 26.
  • the end 27 of the element 21 which is engaged in the pipe or nozzle has a tapered edge for facilitate the placement or mounting of element 21 in said pipe or nozzle 26.
  • the element is advantageously made in synthetic material.
  • the nozzle 26 is provided for example in the direction of its length (X) of one or several interior protuberances 28.
  • the end 29 of the element 21 carries the flange 16B, the rings 17B, 18B and the fins 20B.
  • Figure 3 shows another form of realization of a system according to the invention (Detail B in Figure 1).
  • Beam 2 is constituted by way of example a sigma type profile which is fitted at the ends of the core 30 of a rim 31.
  • This rim 31 comprises a lip which is folded in such a way that the ends are turned towards the plane Q of the core 30.
  • Such a profile has many advantages, including, among other things, better rigidity, better resistance for a determined maximum height, edges of the profile are not visible, elimination of risk of injury to the user when handling, etc.
  • the support means 15 of the tie rod 11A has a flange or flange 16A larger in diameter than the flange or flange 16B of the nut 13.
  • the rings 17A, 17B touch parts of the core 30 which are in the extension of each other (relative to the X axis tie rods 11A and 11B).
  • Ring 18B of nut 13 touches a part of the soul 30 which is not in the extension of the part of the core 30 that touches the ring 18 of the support means 15.
  • the ring 18B of the nut 13 is is actually in the extension of the groove 19A of the support means 15 (groove 19A which is provided with fins 20A).
  • This embodiment appears to be excellent in what relates to its rigidity in bending, but also in what concerns the absence of risk of loosening.
  • Figure 10 shows another form of making a tie rod that can be used. This pulling is similar to the tie shown in Figure 2, if this is only the groove 19A, 19B is not provided with fins 20A, 20B.
  • the fins 20D are placed on the face of the flange 16A, 16B opposite the face carrying the rings 17A, 17B and 18A, 18B.
  • the first beam and the last beam are fixed by means of a bolt and a ring or washer, which is screwed into the thread of free ends of the tie rods.
  • Figure 11 shows a system for connecting two beams, tie rods 10 extending between the beam 2A and the beam 2B.
  • the tie rod 10 has a nut 13 at both ends whose groove 19B is not provided with fins.
  • the fins 20D are placed on the face of the flange 16B opposite the face carrying the rings 17B and 18B.
  • the tie rod 10 has a nut 13 at both ends into which a threaded rod can be screwed. Pulling it may optionally be fitted with threaded rods 12.
  • the threaded rod 12 of a bolt is screwed into the nut 13, so that the core 30 of the profile 2B is fixed or wedged between the support means 15 with or without flange 16A and the flange 16B of the nut 13 of the tie rod.
  • the support and / or nut are provided with a flange carrying two rings 17A, 17B, 18A, 18B. These rings are spread apart from each other to form between them a groove 19A, 19B in which the fins extend.
  • the core 30 of the beam 2A is fixed between the flange 16A which works with a bolt 15 and a flange 16B of the nut 13, while the core 30 of the beam 2B is fixed between the bolt 15 (without flange 16A) and a flange 16B secured to the pulling 10.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Gyroscopes (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)

Claims (20)

  1. Zugstab zur Verbindung von Trägern einer Struktur, wobei der Zugstab ein Rohr (26) und mindestens ein im wesentlichen zylindrisches Element (21) aufweist, das einstückig ausgebildet und in einem ersten Ende des Rohrs (26) angeordnet ist, wobei das Element (21) eine Innenfläche, die mit einem Innengewinde versehen ist, in das ein Gewindestab (12) eingeschraubt werden kann, und eine Vorrichtung in Form eines Flansches (16A; 16B) zum Stützen des Zugstabs auf einen der Träger aufweist.
  2. Zugstab zur Verbindung von Trägern einer Struktur, wobei der Zugstab ein Rohr (26) und mindestens ein im wesentlichen zylindrisches Element (21) aufweist, das einstückig ausgebildet und in einem ersten Ende des Rohrs (26) angeordnet ist, wobei das Element (21) eine Vorrichtung in Form eines Flansches (16A) zum Stützen des Zugstabs auf einen der Träger aufweist und eine ringförmige äußere Rille (25) enthält und durch eine entsprechende Verformung des Rohrs (26) in dem ersten Ende befestigt ist, wobei der Zugstab weiterhin einen Gewindestab (12) aufweist, der in dem Element (21) angeordnet ist.
  3. Zugstab nach Anspruch 1, dadurch gekennzeichnet, daß das Element (21) eine äußere ringförmige Rille (25) aufweist und durch eine entsprechende Verformung des Rohrs (26) in dem ersten Ende befestigt ist.
  4. Zugstab nach Anspruch 2, dadurch gekennzeichnet, daß das Element (21) eine Innenfläche aufweist, die mit einem Innengewinde versehen ist, in das der Gewindestab (12) geschraubt ist.
  5. Zugstab nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß der Flansch (16A; 16B) mit einem Vorsprung oder Ring (17A; 17B) versehen ist.
  6. Zugstab nach Anspruch 5, dadurch gekennzeichnet, daß der Flansch (16A; 16B) mit zwei kreisförmigen Vorsprüngen oder Ringen (17A, 18A; 17B, 18B) versehen ist, die so voneinander beabstandet sind, daß sie zwischen einander eine Rille (19A; 19B) definieren.
  7. Zugstab nach Anspruch 6, dadurch gekennzeichnet, daß die Rille (19A; 19B) Rippen (20A; 20B) enthält.
  8. Zugstab nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß das Ende des Rohrs (26), in dem das Element (21) angeordnet ist, neben dem Flansch (16A; 16B) liegt oder daran angrenzt.
  9. Zugstab nach einem der Ansprüche 1, 3 - 8, dadurch gekennzeichnet, daß das Innengewinde ein nahe dem ersten Ende des Rohrs (26) gelegenes erstes Ende und ein weiter von dem ersten Ende des Rohrs (26) entfernt gelegenes zweites Ende, das sich im Innern des Rohrs (26) befindet, aufweist.
  10. Zugstab nach Anspruch 9, dadurch gekennzeichnet, daß die ringförmige Rille (25) weiter von dem ersten Ende des Rohrs (26) entfernt ist als das zweite Ende des Innengewindes.
  11. Zugstab nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß der Gewindestab (12) in das Element (21) eingeschraubt oder daraus herausgeschraubt werden kann.
  12. Zugstab nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß der Gewindestab (12) ein Bolzen ist.
  13. Zugstab nach einem der Ansprüche 1, 3 - 12, dadurch gekennzeichnet, daß das Element (21) eine Mutter (13) ist.
  14. Zugstab nach Anspruch 13, dadurch gekennzeichnet, daß das Rohr (26) an jedem seiner Enden eine solche Mutter (13) aufeist.
  15. Zugstab nach Anspruch 13 oder 14, dadurch gekennzeichnet, daß sich ein Gewindestab (12) in mindestens einer der Mütter (13) befindet.
  16. Zugstab nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß das Element (21) aus synthetischem Material besteht.
  17. System, umfassend: einen Träger (2), mindestens einen ersten Zugstab (10A) nach einem der Ansprüche 1 bis 16 und ein eine Mutter oder eine Stützvorrichtung bildendes Teil, wobei der Steg (30) des Trägers (2) zwischen dem Element (21) des mindestens einen Zugstabs (10A) und dem Teil geklemmt ist.
  18. System nach Anspruch 17, das einen zweiten Zugstab (10B) nach einem der Ansprüche 1 bis 16 umfaßt, dadurch gekennzeichnet, daß der Steg (30) des Trägers (2) zwischen dem Element (21) des ersten Zugstabs (10A) und einem Element (21) des zweiten Zugstabs (10B) geklemmt ist.
  19. System nach Anspruch 18, dadurch gekennzeichnet, daß der Flansch (16A) des Elements (21) des ersten Zugstabs (10A) einen größeren Durchmesser aufweist als der Flansch (16B) des Elements (21) des zweiten Zugstabs (10B).
  20. System nach einem der Ansprüche 17 bis 19, dadurch gekennzeichnet, daß ein sich neben dem Steg (30) befindlicher Außenrand des mindestens einen Vorsprungs oder Rings (17A; 17B) eine Fläche (17A1; 17B1) definiert, deren Hauptteil sich in einem Volumen (V) befindet, das durch axiale Verlängerung der Außenwand des Rohrs (26) erhalten wird.
EP95870013A 1994-02-24 1995-02-22 Trägersystem Expired - Lifetime EP0669431B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
BE9400213 1994-02-24
BE9400213A BE1008082A3 (nl) 1994-02-24 1994-02-24 Systeem voor liggers.

Publications (2)

Publication Number Publication Date
EP0669431A1 EP0669431A1 (de) 1995-08-30
EP0669431B1 true EP0669431B1 (de) 1998-08-19

Family

ID=3887993

Family Applications (1)

Application Number Title Priority Date Filing Date
EP95870013A Expired - Lifetime EP0669431B1 (de) 1994-02-24 1995-02-22 Trägersystem

Country Status (4)

Country Link
EP (1) EP0669431B1 (de)
AT (1) ATE169979T1 (de)
BE (1) BE1008082A3 (de)
DE (1) DE69504112T2 (de)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2363628B (en) * 1997-04-11 2002-02-20 Gardner Denver Water Jetting S High pressure pump
FR2783260B1 (fr) * 1998-09-15 2000-12-15 Pab Dispositif de stabilisation des poutres d'une structure de batiment
GB2457714A (en) * 2008-02-22 2009-08-26 Simpson Strong Tie Co Inc One-piece angle bracket for fastening a first construction element to a second construction element
GB2555132A (en) * 2016-10-20 2018-04-25 Kingspan Holdings Irl Ltd An insert and a fastening arrangement for a structural support member

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2131466A (en) * 1935-10-22 1938-09-27 Austin T Levy Prefabricated building
EP0104271B1 (de) * 1982-09-28 1986-08-13 Ward Building Systems Limited Gebäudeverkleidungskonstruktion
GB2169678B (en) * 1985-01-16 1988-11-23 Ward Building Systems Ltd Method of providing a member with a male or female threaded insert
FR2658549B1 (fr) * 1990-02-19 1996-09-06 Ravoyard Kit 2000 Sa Ets Profile de charpente en tole pliee, couverture de batiment comportant de tels profiles, et son procede de montage.

Also Published As

Publication number Publication date
DE69504112T2 (de) 1999-04-15
EP0669431A1 (de) 1995-08-30
BE1008082A3 (nl) 1996-01-09
ATE169979T1 (de) 1998-09-15
DE69504112D1 (de) 1998-09-24

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