EP2872706B1 - Endauflager und befestigungselement für einen betonträger und trägerelement für eine bodenplatte das endlager und befestigungselement beinhaltend - Google Patents

Endauflager und befestigungselement für einen betonträger und trägerelement für eine bodenplatte das endlager und befestigungselement beinhaltend Download PDF

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Publication number
EP2872706B1
EP2872706B1 EP13708459.6A EP13708459A EP2872706B1 EP 2872706 B1 EP2872706 B1 EP 2872706B1 EP 13708459 A EP13708459 A EP 13708459A EP 2872706 B1 EP2872706 B1 EP 2872706B1
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EP
European Patent Office
Prior art keywords
wall
shoe
termination device
concrete
floor support
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.)
Active
Application number
EP13708459.6A
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English (en)
French (fr)
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EP2872706A1 (de
Inventor
Alain VIDAILLAC
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.)
Ossabeton Constructions
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Ossabeton Constructions
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Publication date
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Publication of EP2872706A1 publication Critical patent/EP2872706A1/de
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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
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • 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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E04B2001/7679—Means preventing cold bridging at the junction of an exterior wall with an interior wall or a floor

Definitions

  • the present invention relates to a device for terminating and fixing a beam and a floor support device comprising it.
  • Floor joists such as concrete joists should be fixed in the walls of buildings.
  • the termination device of the prior art FR2827620A1 describes a device according to the preamble of claim 1.
  • the present invention proposes, in particular in the case of post-tensioned beams, that is to say concrete beams containing longitudinal reinforcing rods tensioned after setting the concrete of the beam, a termination device which is fixed at the end of the beam and is intended to be received on a support formed in a wall to achieve the anchoring of the beam in the wall and to break the thermal continuity between the beam and the wall.
  • the present invention proposes a device for terminating a beam such as a concrete beam, the termination device comprising a shoe made of a thermal insulating material, the shoe constituting a thermal breaker provided with a first wall and a a second wall contiguous and inclined relative to each other, the first wall being a receiving wall of one end of the beam and the second wall being intended to form a support wall on a masonry element , the first wall having at least one hole for passing a stem coming out of the end of the beam, the termination device further comprising means for fixing the shoe on said end of the beam.
  • the fastening means is a nut screwing onto the rod.
  • the termination device may include a support wedge or spacer between the nut and the first wall.
  • the first wall comprises a profile flange adapted to at least partially surround the end of the beam.
  • the first and second walls are substantially perpendicular.
  • the shoe advantageously comprises stiffening flanks connecting the first and second walls.
  • the shoe comprises an edge raised on the side of the second wall opposite the side of the second wall joining the first wall.
  • the shoe advantageously comprises at least one reinforcing rib on the second wall, the rib connecting the stiffening flanks.
  • the raised edge and / or the stiffening flanks are in particular pierced with concrete passage holes, the stiffening flanks and / or the raised edge forming means for anchoring the shoe in the hole. concrete.
  • the shoe is made of composite materials.
  • the invention further relates to a floor support device comprising a concrete beam and a termination device according to the invention and for which the rod is a post-tensioning rod of the beam.
  • the floor support device advantageously comprises a plate received between the end of the beam and the termination device.
  • At least the end of the rod is preferably threaded, the floor support device comprising a tensioning nut of the rod applying to the plate.
  • the first wall advantageously comprises a flange covering the tensioning nut of the rod, the plate and at least a portion of the end of the beam.
  • an upper face of the free end of the second wall is recessed to be embedded in concrete and seal the beam.
  • the device for terminating a beam as represented in figure 1 comprises a shoe 2 provided with a first wall 3 and a second wall 4 joined and inclined relative to each other.
  • the first and second walls 3, 4 are substantially perpendicular, that is to say an angle close to 90 ° for example between 85 ° and 95 ° and possibly slightly greater than 90 ° to achieve a localized support , the shoe being intended, as will be seen later, to lean on a masonry element on which it is placed.
  • the first wall 3 is a receiving wall of one end of the beam, the first wall comprising at least one hole 5 for the passage of a rod 6 coming out of the end of the beam, as shown in FIG. figure 2 .
  • the shoe 2 comprises stiffening flanks 10a, 10b connecting the first and second walls 3, 4, these stiffening flanks reinforcing the shoe.
  • the shoe further comprises a raised edge 11 on the side of the second wall 4 opposite the side of the second wall joining the first wall 3, this raised edge being pierced with holes whose utility is to allow the passage of liquid concrete poured on the hoof to better imprison the hoof 2.
  • the shoe shown comprises at least one reinforcing rib 12 on the second wall.
  • the reinforcing rib connects the stiffening flanks and forms with the raised edge 11 and the flanks 10a, 10b a hollow profile improving the maintenance of the shoe in the concrete which will be poured to seal the shoe.
  • the figure 2 represents a floor support device comprising the shoe of the figure 1 and a beam 1.
  • the first wall 3 receiving one end of the beam 1 is traversed by the rod 6 coming out of the end of the beam at the hole 5.
  • the rod 6 is a threaded rod and the termination device further comprises a means 7 for fixing the shoe on said end of the beam, the fixing means here being a nut which is screwed onto a threaded portion of the rod.
  • the device comprises a shim 8 or spacer between the nut and the first wall.
  • the rod 6 is a post-tensioning rod of the beam.
  • a plate 14 is received between the end 1 a of the beam and the terminal device 2.
  • the end of the rod 6 is threaded, a nut 15 of tensioning of the rod applying on the plate 14.
  • This configuration is preferably reproduced at both ends of the beam.
  • the post-tension is known elsewhere and consists in tensioning a rod in a sheath previously embedded in the concrete of the beam.
  • the first wall comprises a flange 9 of profile adapted to at least partially surround the end 1a of the beam 1.
  • the flange 9 of the first wall 3 covers the nut 15 for tensioning the rod 6, the plate 14 and at least a portion of the end 1a of the beam 1.
  • the profile of the flange 9 is adapted to at least partially surround the end 1a of the beam 1.
  • the beam has a rectangular profile with an extra thickness 1b which protrudes from the flange 9, the latter however surrounding the upper parts of the flange. end 1a of the beam on both sides of the extra thickness, the side flanks and the lower face of the end of the beam.
  • the figure 3 represents the shoe on a masonry such as a wall, the second wall 4 of the shoe being intended to constitute a bearing wall on the masonry element 100.
  • the raised edge and / or the stiffening flanks are pierced with holes 13 of concrete passage, the stiffening flanks 10a, 10b and the raised edge 11 pierced forming means for anchoring the shoe in the concrete.
  • the shoe 2 is made of a thermal insulating material, the shoe constituting a thermal breaker.
  • the shoe may in particular be made of fiberglass and resin composite materials or other components combining good mechanical strength and good thermal insulation.
  • the figure 4 represents the floor support device in place.
  • the free end of the shoe 2 is supported on the base 101 of the wall 100 and embedded in the strip 102.
  • the cantilevered shoe forms a separator between the beam 1 and the wall 100 to provide a thermal insulating material 103 between on the one hand the chaining 102 and on the other hand prefabricated plates 104 resting on the beams 1 and the slab 105 of the floor.
  • connecting steel 106 and the chaining 107 are put in place to form the frame supporting the floor.
  • the upper wall 110 is mounted.
  • the shoe 2 is positioned in the continuity of insulating materials 108, 103, 109 doubling the wall which creates a thermal break between the wall and the floor while in the prior art, the beam directly on the wall creates a bridge between the outside and the inside of the building.
  • the figure 5 represents the insulating element 103 of the figure 4 , this insulating element is a particular insulating element shaped to cover the shoe 2.
  • the insulating element is made in three parts an upper portion 103a, an intermediate portion 103b and a lower portion 103c. the lower part is arranged under the shoe between the wall 100 and the ceiling part under the beam 1.
  • the intermediate portion is positioned on the shoe and comprises for this purpose cutouts 112, receiving one of the stiffening flanks 10a, 10b and a lateral half of the bottom wall 4 of the shoe, and 111 receiving the nut 7 and the spacer 8.
  • the intermediate portion 103b and the upper part 103a of the insulating element 103 comprise half-moon blanks 113.
  • the shoe 2 is placed so that its intermediate portion between the support portion on the masonry and the receiving portion of the beam is a spacing device between the wall and the beam.
  • stiffening flanks of the shoe may be of other than triangular shape.

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  • Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Acoustics & Sound (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Road Paving Structures (AREA)

Claims (15)

  1. Endauflager für einen Träger (1), wie einen Betonträger, wobei die Vorrichtung einen Klotz (2) umfasst, der aus einem Wärmeisoliermaterial hergestellt ist, wobei der Klotz einen Wärmebrückenunterbrecher darstellt, der mit einer ersten Wand (3) und einer zweiten Wand (4), die aneinandergrenzen und zueinander geneigt sind, versehen ist, wobei die erste Wand (3) eine Aufnahmewand für ein Ende des Trägers ist, und die zweite Wand (4) dazu bestimmt ist, eine Stützwand auf einem Mauerelement (100) darzustellen, wobei die erste Wand mindestens ein Loch (5) für den Durchgang einer Stange (6), die aus dem Ende des Trägers austritt, umfasst, dadurch gekennzeichnet, dass das Endauflager ferner ein Mittel (7) zur Befestigung des Klotzes am Ende des Trägers umfasst.
  2. Endauflager für einen Träger nach Anspruch 1, bei dem das Befestigungsmittel (7) eine Mutter, die auf die Stange geschraubt wird, ist.
  3. Endauflager für einen Träger nach Anspruch 2, dadurch gekennzeichnet, dass es einen Stützkeil (8) zwischen der Mutter und der ersten Wand umfasst.
  4. Endauflager für einen Träger nach einem der vorhergehenden Ansprüche, bei dem die erste Wand einen Kragen (9) mit einem Profil umfasst, das geeignet ist, zumindest teilweise das Ende (1a) des Trägers (1) zu umgeben.
  5. Endauflager für einen Träger nach einem der vorhergehenden Ansprüche, bei dem die ersten und zweiten Wände (3, 4) im Wesentlichen senkrecht sind.
  6. Endauflager für einen Träger nach einem der vorhergehenden Ansprüche, bei dem der Klotz (2) Versteifungsflanken (10a, 10b) umfasst, die die erste und zweite Wand (3, 4) verbinden.
  7. Endauflager für einen Träger nach einem der vorhergehenden Ansprüche, bei dem der Klotz einen hochgezogenen Rand (11) auf der Seite der zweiten Wand (4) gegenüber der Seite der zweiten Wand, die an die erste Wand (3) anschließt, umfasst.
  8. Endauflager für einen Träger nach Anspruch 6, bei dem der Klotz mindestens eine Verstärkungsrippe (12) an der zweiten Wand umfasst, wobei die Rippe die Versteifungsflanken verbindet.
  9. Endauflager für einen Träger nach den Ansprüchen 6 und 7, dadurch gekennzeichnet, dass der hochgezogene Rand und/oder die Versteifungsflanken mit Betondurchgangslöchern (13) versehen sind, wobei die Versteifungsflanken (10a, 10b) und/oder der hochgezogene Rand (11) Mittel zur Verankerung des Klotzes im Beton bilden.
  10. Endauflager für einen Träger nach einem der vorhergehenden Ansprüche, bei dem der Klotz aus Verbundstoffen hergestellt ist.
  11. Trägerelement für eine Bodenplatte, umfassend einen Betonträger (1), ein Endauflager nach Anspruch 1, bei dem die Stange (6) eine Stange zur Nachspannung des Trägers ist.
  12. Trägerelement für eine Bodenplatte nach Anspruch 11, dadurch gekennzeichnet, dass es eine Platte (14) umfasst, die zwischen dem Ende (1a) des Trägers und dem Endauflager (2) aufgenommen ist.
  13. Trägerelement für eine Bodenplatte nach Anspruch 12, bei dem mindestens das Ende der Stange (6) ein Gewinde aufweist, wobei das Trägerelement für eine Bodenplatte eine Mutter (15) zum Spannen der Stange, die an die Platte (14) angelegt wird, umfasst.
  14. Trägerelement für eine Bodenplatte nach Anspruch 13, bei dem die erste Wand (3) einen Kragen (9) umfasst, der die Mutter (15) zum Spannen der Stange (6), die Platte (14) und mindestens einen Teil des Endes (1a) des Trägers (1) bedeckt.
  15. Trägerelement für eine Bodenplatte nach einem der Ansprüche 11 bis 14, bei dem eine Oberseite des freien Endes der zweiten Wand hohl ausgebildet ist, um in Beton eingelassen zu werden und den Träger abzudichten.
EP13708459.6A 2012-03-12 2013-03-11 Endauflager und befestigungselement für einen betonträger und trägerelement für eine bodenplatte das endlager und befestigungselement beinhaltend Active EP2872706B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR1252211A FR2987852B1 (fr) 2012-03-12 2012-03-12 Dispositif de terminaison et de fixation d'une poutrelle et dispositif support de plancher le comprenant
PCT/EP2013/054886 WO2013135633A1 (fr) 2012-03-12 2013-03-11 Dispositif de terminaison et de fixation d'une poutrelle et dispositif support de plancher le comprenant

Publications (2)

Publication Number Publication Date
EP2872706A1 EP2872706A1 (de) 2015-05-20
EP2872706B1 true EP2872706B1 (de) 2016-09-21

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ID=47844353

Family Applications (1)

Application Number Title Priority Date Filing Date
EP13708459.6A Active EP2872706B1 (de) 2012-03-12 2013-03-11 Endauflager und befestigungselement für einen betonträger und trägerelement für eine bodenplatte das endlager und befestigungselement beinhaltend

Country Status (5)

Country Link
EP (1) EP2872706B1 (de)
ES (1) ES2608596T3 (de)
FR (1) FR2987852B1 (de)
PT (1) PT2872706T (de)
WO (1) WO2013135633A1 (de)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1202706A (en) * 1967-05-09 1970-08-19 Edwin Jacques Cohen Arched building members
FR2827620B1 (fr) * 2001-07-23 2004-07-02 Knauf Snc Dispositif de liaison realisant,de maniere isolee thermiquement,la liaison entre au moins deux parois d'une construction,et procede de realisation d'un tel dispositif

Also Published As

Publication number Publication date
FR2987852A1 (fr) 2013-09-13
PT2872706T (pt) 2016-12-22
ES2608596T3 (es) 2017-04-12
FR2987852B1 (fr) 2014-07-04
WO2013135633A1 (fr) 2013-09-19
EP2872706A1 (de) 2015-05-20

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