EP1242696B1 - Abstützverfahren für hohlträger und endbefestigung - Google Patents

Abstützverfahren für hohlträger und endbefestigung Download PDF

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Publication number
EP1242696B1
EP1242696B1 EP00988828A EP00988828A EP1242696B1 EP 1242696 B1 EP1242696 B1 EP 1242696B1 EP 00988828 A EP00988828 A EP 00988828A EP 00988828 A EP00988828 A EP 00988828A EP 1242696 B1 EP1242696 B1 EP 1242696B1
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EP
European Patent Office
Prior art keywords
hollow
attachment
core slab
end attachment
slab
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Expired - Lifetime
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EP00988828A
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English (en)
French (fr)
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EP1242696A1 (de
Inventor
Pekka Nykyri
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Individual
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Individual
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
    • E04B5/043—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement having elongated hollow cores
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
    • E04B5/06—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement with beams placed against one another optionally with pointing-mortar
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B2005/322—Floor structures wholly cast in situ with or without form units or reinforcements with permanent forms for the floor edges
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B2005/324—Floor structures wholly cast in situ with or without form units or reinforcements with peripheral anchors or supports

Definitions

  • the invention relates to a method for supporting a hollow-core slab to a supporting structure such as a beam.
  • the invention further relates to an end attachment of a hollow-core slab, comprising a flat support plate able to be placed against the lower surface of the end portion of the hollow-core slab, a vertical plate attached to an edge of the support plate, and brackets to permit the attachment of the end attachment to a supporting structure and the use of such end attachment.
  • Hollow-core slabs are nowadays commonly used in construction engineering. Hollow-core slabs are rectangular-shaped slab elements manufactured in an element plant and reinforced with prestressing steel strands, having holes, i.e. hollows in the longitudinal direction of the slab.
  • hollow-core slabs are supported at their ends by beams made of steel or reinforced concrete or by a load-bearing wall structure so that the lower surface of the end of the slab rests against the surface of the supporting structure.
  • ledge beams are commonly employed where a slab rests on a ledge on a side of the beam, close to the lower edge of the beam. Secure attachment of the hollow-core slab to the supporting structure is ensured by installing at the joint the necessary joint and tie bar reinforcements and filling the gaps between the slab and the beam as well as the end portions of the hollows with cement grout cast on the site.
  • Patent document US 5113631 discloses a structural support system for a building comprising steel framed bearing wall panel and hollow-core concrete slabs.
  • the hollow-core slabs are supported at their ends by the bearing wall so that the lower surface of the end of the slab rests against the top surface of bearing wall.
  • the bearing wall and the hollow-core slabs are positively interlocked by splice plates, provided at the top of the bearing wall panel, reinforcing bars and grout. At the ends of the studs ot the steel framed bearing wall bearing plates may be used to distribute axial forces.
  • the hollow-core slabs adjacent to the aperture must be supported from each end on the supporting structures in a conventional way because the solution disclosed cannot be used to transfer loads of a hollow-core slab onto a support structure, such as a beam, at the end of the hollow-core slab.
  • the object of the invention is to provide a method which permits an easier and more precise placement of the hollow-core slab on the supporting structure, especially on a bending beam.
  • hollow-core slabs are supported on a supporting structure by means of an end attachment attached to an end of the hollow-core slab.
  • the method according to the invention can be used to significantly reduce the disadvantages and drawbacks associated with the prior-art method of installation of hollow-core slabs.
  • the basic idea of the invention is as follows: In the method according to the invention a separate end attachment is fixed on one end or both ends of a ready-made hollow-core slab.
  • the end attachment comprises a support plate placed against the lower surface of the end portion of the hollow-core slab, a vertical plate attached substantially in vertical position to an edge of the support plate, and brackets by means of which the end attachment and the hollow-core slab attached thereto may be supported on a supporting structure.
  • the basic idea of the invention is that when the slab is installed on the site it will not be attached by its end direct to the supporting structure, such as a beam, but the reaction of support of the slab will be transferred onto the beam through the support plate, vertical plate and brackets in the end attachment.
  • the end attachment is attached to the end of the hollow-core slab already at the element plant immediately after the slab has been cut.
  • An advantage of the invention is that it enhances the operation of the joint between the hollow-core slab and beam because the end attachment provides the hollow-core slab with a fixed and reliable lower support structure.
  • the hollow-core slab is always supported by its lower end, as stipulated in the type approval certificate, and no reaction of support can be transferred onto the beam, at least to a significant extent, through the grouting of the end portion of the hollow-core slab.
  • Another advantage of the invention is that a hollow-core slab equipped with an end attachment can be supported by many kinds of beam structure since the end attachment can be shaped suitable for different beams.
  • the beam need not have a ledge below the hollow-core slab.
  • the reaction of support of the hollow-core slab can also be transferred upwards from the lower edge of the beam, say onto the top part of the beam.
  • On top of the beam there is more room for the support structure, greater support widths can be used, and the installation of the slab is easier.
  • a further advantage of the invention is that it makes the installation work of a hollow-core slab quicker, for a hollow-core slab with an end attachment will not require grouting to the same extent as a hollow-core slab attached using a conventional technique. Moreover, the grouting is less important from the point of view of the operation of the joint, so the number of detrimental faults decreases. If necessary, a hollow-core slab may be attached to the beam completely without grouting, which means the structures may be realized so as to be easily disassembled.
  • a still further advantage of the invention is that it enhances the load-bearing capacity of hollow-core slabs. Because of the end attachment the lower edge of the hollow-core slab is not in direct contact with the bearing beam so that bending in the beam will not cause deformations at the end of the hollow-core slab. Because of the smaller deformations, the bearing capacity of the hollow-core slab is not decreased, which usually happens with hollow-core slabs supported by bending beams.
  • a yet further advantage of the invention is that it is simple in structure, low in manufacturing costs and well suited to industrial manufacture.
  • Fig. 1 shows by way of example in the longitudinal direction a cross section of a hollow-core slab 100 supported on a beam 200 and having an end attachment 1 according to the invention at its end.
  • the hollow-core slab is a rectangular-shaped slab-like concrete building component manufactured at a hollow-core slab plant and comprising two substantially parallel sides, two ends, and an upper surface and lower surface.
  • the hollow-core slab comprises hollows 102 in the longitudinal direction of the slab as well as longitudinal reinforcements, which usually are prestressing steel strands. Due to the structure of the hollow-core slab the slab is installed in the building practically always in a manner where that surface of the slab which is closer to the main part of the reinforcement of the slab is positioned as the lower surface of the slab.
  • the lower surface of the hollow-core slab refers just to that surface of the slab which in a completed building will be the lower surface of the slab.
  • the upper surface of the slab refers to the surface opposite to the lower surface.
  • the end attachment 1 comprises a support plate 2 placed against the lower surface of the end portion of the hollow-core slab, and a vertical plate 3 attached by its edge or surface to an edge of the support plate.
  • the vertical plate is as long as the support plate but it may also be shorter and it may be comprised of two or more separate components.
  • the vertical plate is attached to the support plate so that they form an angle which is advantageously a right angle.
  • the support plate 2 and vertical plate 3 together form a profile known as an L profile.
  • the length of the support plate 2 may be advantageously selected such that it extends, on the lower surface of the hollow-core slab, substantially across the whole width of the hollow-core slab, but the length of the support plate may also be something else than the width of the hollow-core slab.
  • the width of the support plate 2 may be selected suitable, however such that the width is at least the support width specified in the type approval certificate of the hollow-core slab.
  • the vertical plate 3 comprises brackets bent at an angle from the plane of the vertical plate.
  • the brackets which there may be one or more, are elements made of preformed metal plate, bar or pipe, protruding from the plane of the vertical plate and attached at one end or edge to the vertical plate 3, with a second end or edge pointing away from the hollow-core slab.
  • the bracket shown in Fig. 1 is a protruding attachment element 4 attached to a beam 200 so that a side of the attachment element is placed, when installed, against a surface 202 of the beam. Furthermore, the end of the attachment element of Fig. 1 is bent at an angle in order to lock the attachment element 4 onto a locking groove 204 in the beam.
  • the end attachment 1 further comprises an anchoring element 6 through which the end attachment is attached to the hollow-core slab 100.
  • the anchoring element is a rod-like or strip-like protrusion one end of which is attached to the vertical plate 3 and the other end of which extends into a hollow 102 in the hollow-core slab 100.
  • the anchoring element may be a solid part or it may be tubular, in which case its hollow inner section may be used e.g. as an installation conduit for electric cables.
  • the anchoring element is attached to the hollow-core slab advantageously through grouting 8, i.e. by pouring cement grout in the hollow 102. When the grouting has cured the anchoring element 6 and the whole end attachment are firmly attached to the end of the hollow-core slab.
  • plugs 10 shaped to fit the hollow, confining the grouting area to the end section of the hollow.
  • These plugs may be separate parts or advantageously plastic or metal parts integral with the anchoring element 6.
  • the anchoring element may be attached to the hollow-core slab also without grouting, say, by being mechanically wedged against the walls of the hollow 102.
  • the end attachment may be attached to the end of the hollow-core slab also by means of a combination of mechanical attachment and grouting so that the end attachment is first mechanically attached to the end of the hollow-core slab at the hollow-core slab plant, and the hollow-core slab is installed in its place using this mechanical attachment.
  • the fastening of the end attachment is completed on the site by means of grouting in which cement grout is injected in the hollow of the hollow-core slab.
  • Fig. 2 shows by way of example another advantageous embodiment of an end attachment according to the invention depicted at an angle from the front.
  • the end attachment is shown detached from the hollow-core slab 100.
  • the end attachment comprises a vertical plate 3 of substantially the same length as the support plate 2, and an attachment plate 5 of substantially the same length as the vertical plate.
  • the vertical plate 3 is attached by a first edge to a first edge of the support plate.
  • the attachment plate 5, in turn, is attached by a first edge to a second edge of the vertical plate 3 in a substantially horizontal position so that a second edge of the attachment plate points in a substantially opposite direction than the second edge of the support plate 2.
  • the end attachment 1 is attached by means of a single attachment plate 5.
  • the attachment plate there may additionally be a locking edge 7 bent at an angle from the plane of the attachment plate to lock the end attachment onto the supporting structure, such as a beam 200, if the latter comprises a locking groove 204.
  • the end attachment may be manufactured e.g. by forming a single metal plate into a form resembling the Z profile described above or by joining together different metal profiles and/or platelike parts e.g. by welding.
  • the end attachment 1 shown in Fig. 2 naturally comprises also the anchoring elements 6 mentioned in the explanation of Fig. 1, used to attach the end attachment to the hollow-core slab 100.
  • the anchoring elements which advantageously may be deformed steel bars, are attached by a first end to the vertical plate 3 of the end attachment e.g. by welding.
  • Anchoring elements may be attached to the end attachment so that there is an anchoring element in every hollow 102 of the hollow-core slab or only in some of the hollows. Furthermore, there may be more than one anchoring element in one hollow.
  • An anchoring element is attached to a hollow 102 in the hollow-core slab by grouting 8, i.e. by pouring cement grout in the hollow.
  • the end attachment 1 shown in Fig. 2 may be equipped with stiffener plates 12a attached by a first edge to the support plate 2, and by a second edge, next to the first edge, to the vertical plate 3.
  • Stiffener plates can be used to enhance the stiffness of the end attachment and prevent the bending of the support plate under loads coming from the hollow-core slab 100.
  • the quantity of stiffener plates can be selected according to the stiffness required of the end attachment. If stiffener plates 12a are used in the end attachment, notches 104 must be made at the end of the hollow-core slab 100 where the stiffener plates are to be attached so that the end attachment may be attached to the end of the hollow-core slab in such a manner that the surface of the vertical plate 3 is placed against the end plane of the hollow-core slab.
  • the cross-sectional drawings of the end section of a hollow-core slab shown in Figs. 3a, 3b, 3c, 3d and 3e illustrate, by way of example, some advantageous embodiments of the end attachment according to the invention.
  • the end attachment of Fig. 3a includes a small triangular stiffener plate 12a which adds the stiffness of the end attachment and prevents the support plate 2 from bending.
  • the end attachment includes a plug 10 attached to an anchoring element 6, with a gasket 11 made from a flexible material attached to the edge of the plug.
  • the end attachment is attached to the hollow-core slab through grouting 8 which may fill the end of the hollow, confined by the plug 10, either completely or in part.
  • the shape of the attachment plate 5a is an L profile.
  • the end attachment comprises a tall rectangular stiffener plate 12b with a planar projection 14 at the upper edge thereof.
  • the stiffener plate 12b with the projection 14 forms at the same time an attaching means for the end attachment because now the hollow-core slab with the end attachment can be attached to the supporting structure by the projection 14.
  • the stiffener plate 12b the height of which equals the height of the whole hollow-core slab requires that notches 104 for the stiffener plate have to be provided also at the upper edge of the hollow-core slab.
  • the end attachment employs a large polygon-shaped stiffener plate 12c comprising a support bracket 16, which supports the attachment plate 5a, and a fixing bracket 18 extending inside a hollow 102 in the hollow-core slab 100.
  • the width of the fixing bracket may be equal to or smaller than the diameter of the hollow 102.
  • the fixing bracket 18 serves at the same time as an anchoring element 6 so that no separate anchoring element is needed.
  • a plug 10 may be attached at the end of the fixing bracket.
  • the end attachment comprises two substantially rectangular suspension plates 13, the height of which equals the thickness of the hollow-core slab 100, attached in vertical position at opposing ends of the support plate 2 so that the suspension plates are placed against the sides of the hollow-core slab, i.e. in the seams between adjacent hollow-core slabs in a finished structure.
  • the support plate 2 and vertical plate 3 form a single structure but the attachment plate 5b is a separate rectangular flat element located on the upper surface of the hollow-core slab 100, parallel to the plane of the upper surface of the hollow-core slab.
  • the attachment plate 5b is connected to the support plate 2 through the suspension plates 13 so that one suspension plate is attached by a first end to a first end of the support plate 2 and by a second end to a first end of the attachment plate 5b. Similarly, the other suspension plate is attached by a first end to a second end of the support plate and by a second end to a second end of the attachment plate 5b.
  • the support plate, attachment plate and suspension plates thus form a ring-like structure around the whole end section of the hollow-core slab.
  • the stiffener plates 12a depicted in Fig. 3a it is also possible to use the stiffener plates 12a depicted in Fig. 3a.
  • the end attachment comprises, in addition to the anchoring element 6, a second anchoring element 6b.
  • the both anchoring elements are located in one and the same hollow 102 in the hollow-core slab.
  • the lower anchoring element 6 in the drawing is attached by a first end to the vertical plate 3 and by a second end to the plug 10.
  • the upper anchoring element 6b in the drawing which is substantially longer than the lower anchoring element, is also attached by a second end to the plug.
  • the upper anchoring element 6b is, however, so long that its first end extends longer than the plane of the vertical plate 3 in the direction of the hollow-core slab.
  • the upper anchoring element is attached at the area between the first and second end to the attachment plate 5c and thus also functions as a support for the attachment plate at the same time.
  • the attachment plate 5c may be a straight flat element, as shown, or it may be an L profile.
  • a hollow-core slab 100 is first manufactured using a manufacturing method for hollow-core slabs.
  • An end attachment according to the invention is then attached to an end of a completed hollow-core slab.
  • a completed hollow-core slab refers in this description to a hollow-core slab cast in a hollow-core slab machine onto a casting table and cut into size.
  • the end attachment may be attached to the end of the hollow-core slab on the building site. in storage or advantageously at the element plant immediately after the slab has been cut.
  • the hollow-core slab with the end attachment is installed on the building site so that the support brackets, i.e. the attachment elements 4 or the attachment plate 5, are attached to a supporting structure such as a beam 200.
  • the brackets are arranged in the end attachment so that the hollow-core slab may be supported by means of the end attachment on a supporting structure, such as a beam, located specifically at the end of the hollow-core slab.
  • This attachment may be advantageously realized so that a surface of the attachment element 4 or attachment plate 5 is placed against a surface of the supporting structure 202.
  • the hollow-core slab itself rests by its lower surface on the support plate of the end attachment and the loads of the hollow-core slab are transferred to the supporting structure through the end attachment.
  • the gap between the supporting structure and the end section of the hollow-core slab may be filled with cement grout, if necessary.
  • the method and end attachment according to the invention can be used to support all those hollow-core slabs that reach the support.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Bridges Or Land Bridges (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Dowels (AREA)
  • Separation Using Semi-Permeable Membranes (AREA)
  • Blow-Moulding Or Thermoforming Of Plastics Or The Like (AREA)
  • Load-Engaging Elements For Cranes (AREA)
  • Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)
  • Joining Of Building Structures In Genera (AREA)

Claims (17)

  1. Verfahren zum Abstützen eines Hohlträgers (100) an einer Stützstruktur, wie einem Balken (200), dadurch gekennzeichnet, dass
    vor der Installation des Hohlträgers eine Endbefestigung (1) an einem Ende des Hohlträgers (100) angebracht wird,
    welche Endbefestigung eine flache Stützplatte (2), die gegen die untere Oberfläche des Endteils des Hohlträgers angeordnet wird, eine Vertikalplatte (3) an einem Rand der Stützplatte und Tragarme (4, 5, 5b) enthält, und
    der Hohlträger mittels der Endbefestigung an einer Stützstruktur, wie einem Balken, abgestützt wird, die/der am Ende des Hohlträgers liegt.
  2. Verfahren nach Anspruch 1, dadurch gekennzeichnet, dass die Endbefestigung (1) an einem Ende des Hohlträgers (100) mittels Ankerelementen (6) in der Endbefestigung angebracht ist, die in einen Hohlraum (102) in dem Hohlträger (100) eingesetzt sind.
  3. Verfahren nach Anspruch 2, dadurch gekennzeichnet, dass ein Ankerelement (6) in der Endbefestigung (1) an dem Hohlraum (102) in dem Hohlträger (100) mittels eines Vergusses (8) angebracht ist.
  4. Verfahren nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass die Endbefestigung (1) an dem Ende des Hohlträgers (100) in der Elementenfabrik oder am Gebäudegelände angebracht wird.
  5. Endbefestigung (1) eines Hohlträgers (100), endhaltend eine flache Stützplatte (2), die in der Lage ist, gegen die untere Oberfläche des Endteils des Hohlträgers (100) angeordnet zu werden, eine Vertikalplatte (3), die an einem Rand der Stützplatte angebracht ist, und Tragarme (4, 5, 5b), um das Anbringen der Endbefestigung an einer Stützstruktur zu gestatten, dadurch gekennzeichnet, dass die Endbefestigung (1) angeordnet ist, um in der Lage zu sein, um an einem Ende des Hohlträgers (100) vor der Installation des Hohlträgers angebracht zu werden, um die Reaktion des Abstützens des Hohlträgers (100) durch die Endbefestigung auf die Stützstruktur, wie einen Balken (200), am Ende des Hohlträgers (100) zu übertragen.
  6. Endbefestigung (1) nach Anspruch 5, dadurch gekennzeichnet, dass der Tragarm (4, 5, 5b) von der Ebene der Vertikalplatte (3) abgeht, wobei das vorstehende Befestigungselement (4) am Rand oder an der Oberfläche der Vertikalplatte angeordnet ist.
  7. Endbefestigung (1) nach Anspruch 5, dadurch gekennzeichnet, dass der Tragarm eine flache Befestigungsplatte (5) ist, die an einem zweiten Rand der Vertikalplatte (3) unter einem Winkel von der Ebene der Vertikalplatte angeordnet ist.
  8. Endbefestigung (1) nach Anspruch 5, dadurch gekennzeichnet, dass der Tragarm eine Befestigungsplatte (5b) ist, die gegen die obere Oberfläche des Hohlträgers (100) parallel zu der Ebene der oberen Oberfläche angeordnet ist, und dass die Endbefestigung Aufhängplatten (13) enthält, die gegen die Seiten des Hohlträgers angeordnet sind, welche Aufhängplatten durch erste Enden an den Enden der Stützplatte (2) und durch zweite Enden an den Enden der Befestigungsplatte (5b) angebracht sind, so dass die Stützplatte, Befestigungsplatte und Aufhängplatten eine ringartige Struktur um die gesamte Endsektion des Hohlträgers (100) bilden.
  9. Endbefestigung (1) nach einem der Ansprüche 5 bis 8, dadurch gekennzeichnet, dass die Endbefestigung Ankerelemente (6) enthält, um die Endbefestigung an einem Ende eines Hohlträgers (100) anzubringen.
  10. Endbefestigung (1) nach Anspruch 9, dadurch gekennzeichnet, dass die Ankerelemente (6) Vorsprünge sind, die durch ein erstes Ende an der Vertikalplatte (3) angebracht sind und von denen ein zweites Ende in einen Hohlraum (102) in dem Hohlträger (100) paßt.
  11. Endbefestigung (1) nach Anspruch 10, dadurch gekennzeichnet, dass die Ankerelemente (6) so angeordnet sind, um an einem Hohlraum (102) in dem Hohlträger (100) mittels eines Vergusses (8) angebracht zu sein.
  12. Endbefestigung (1) nach Anspruch 10 oder 11, dadurch gekennzeichnet, dass an einem zweiten Ende des Ankerelements (6) ein Stopfen (10) ist, der den Hohlraum (102) blockiert.
  13. Endbefestigung (1) nach einem der Ansprüche 5 bis 12, dadurch gekennzeichnet, dass die Endbefestigung Versteifungsplatten (12a, 12b, 12c) enthält, die durch einen ersten Rand an der Stützplatte (2) und durch einen zweiten Rand an der Vertikalplatte (3) angebracht sind.
  14. Endbefestigung (1) nach Anspruch 13, dadurch gekennzeichnet, dass die Versteifungsplatte (12b) wie ein Polygon geformt ist, das einen Vorsprung (14) enthält, der von der Ebene der Vertikalplatte (3) vorsteht, durch welchen Vorsprung die Endbefestigung an einer Stützstruktur abgestützt werden kann.
  15. Endbefestigung (1) nach Anspruch 13 oder 14, dadurch gekennzeichnet, dass die Versteifungsplatte (12c) wie ein Polygon geformt ist, das einen Befestigungsarm (18) enthält, der sich in einen Hohlraum (102) in dem Hohlträger (100) erstreckt.
  16. Endbefestigung (1) nach einem der Ansprüche 5 bis 15, dadurch gekennzeichnet, dass die Endbefestigung im wesentlichen vollständig aus einem metallischen Material besteht.
  17. Verwendung einer Endbefestigung (1) nach einem der Ansprüche 5 bis 16 bei der Installation von Hohlträgern (100).
EP00988828A 1999-12-30 2000-12-22 Abstützverfahren für hohlträger und endbefestigung Expired - Lifetime EP1242696B1 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
FI992817 1999-12-30
FI992817A FI19992817A (fi) 1999-12-30 1999-12-30 Rakennustekninen menetelmä ja laite
PCT/FI2000/001139 WO2001049951A1 (en) 1999-12-30 2000-12-22 Supporting method for hollow-core slabs and end attachment

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EP1242696A1 EP1242696A1 (de) 2002-09-25
EP1242696B1 true EP1242696B1 (de) 2005-05-11

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EP (1) EP1242696B1 (de)
AT (1) ATE295450T1 (de)
AU (1) AU2518501A (de)
DE (1) DE60020165T2 (de)
FI (1) FI19992817A (de)
WO (1) WO2001049951A1 (de)

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CN103510618A (zh) * 2013-10-24 2014-01-15 华煜建设集团有限公司 一种悬挑梁支撑结构

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FR2838759B1 (fr) * 2002-04-19 2005-05-06 Bouygues Batiment Assemblage d'un mur et d'une dalle de plancher et application a la construction d'immeuble a isolation thermique amelioree
JP4754831B2 (ja) 2002-10-29 2011-08-24 ターゲット・ディスカバリー・インコーポレイテッド 質量分析法のイオン化効率の増大方法
GB2614906A (en) * 2022-01-24 2023-07-26 Dideco Ltd Composite floor construction

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2209022B1 (de) * 1972-09-13 1975-04-11 Erip
GB2149874B (en) * 1983-09-22 1987-03-18 Norcros Investments Ltd Building structure
FI72369C (fi) * 1985-08-12 1987-05-11 Partek Ab Byggnadssystem.
SE458458B (sv) * 1987-03-19 1989-04-03 Straengbetong Ab Fasadelement samt samverkande balk- bjaelklagskonstruktion innehaallande detta
US5113631A (en) * 1990-03-15 1992-05-19 Digirolamo Edward R Structural system for supporting a building utilizing light weight steel framing for walls and hollow core concrete slabs for floors and method of making same

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103510618A (zh) * 2013-10-24 2014-01-15 华煜建设集团有限公司 一种悬挑梁支撑结构

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ATE295450T1 (de) 2005-05-15
FI19992817A (fi) 2001-07-01
DE60020165D1 (de) 2005-06-16
DE60020165T2 (de) 2006-01-26
WO2001049951A1 (en) 2001-07-12
EP1242696A1 (de) 2002-09-25

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