EP2354343A1 - Elément de raccordement de dalles en console / éléments de pression - Google Patents

Elément de raccordement de dalles en console / éléments de pression Download PDF

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Publication number
EP2354343A1
EP2354343A1 EP10194323A EP10194323A EP2354343A1 EP 2354343 A1 EP2354343 A1 EP 2354343A1 EP 10194323 A EP10194323 A EP 10194323A EP 10194323 A EP10194323 A EP 10194323A EP 2354343 A1 EP2354343 A1 EP 2354343A1
Authority
EP
European Patent Office
Prior art keywords
cantilever
connection element
insulating body
pressure
plate
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.)
Granted
Application number
EP10194323A
Other languages
German (de)
English (en)
Other versions
EP2354343B1 (fr
Inventor
Roger Wey
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.)
SPAETER Zug AG
Original Assignee
Bossard and Staerkle AG
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
Priority claimed from CH1612010A external-priority patent/CH702671A8/de
Priority claimed from CH02017/10A external-priority patent/CH704181A2/de
Application filed by Bossard and Staerkle AG filed Critical Bossard and Staerkle AG
Priority to PL10194323T priority Critical patent/PL2354343T3/pl
Publication of EP2354343A1 publication Critical patent/EP2354343A1/fr
Application granted granted Critical
Publication of EP2354343B1 publication Critical patent/EP2354343B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/003—Balconies; Decks
    • E04B1/0038—Anchoring devices specially adapted therefor with means for preventing cold bridging

Definitions

  • the present invention describes a cantilevered connection element for installation between a floor or ceiling plate and a cantilevered plate, comprising a heat-insulating insulation body, through which pressure elements made of concrete each have a connecting web and two-sided pressure bearing sections and traction means, wherein the cantilevered connection element in the installed state with the floor or ceiling plate and the cantilever is in operative connection.
  • Cantilever connection elements usually have a layer of upper tension rods and a layer of lower pressure rods, as well as elements for receiving the transverse forces, wherein the components are at least partially disposed within an insulating body extending or crossing, whereby the cantilever panel connection element has a heat-insulating effect.
  • the EP34332 describes, instead of the use of pressure rods, pressure elements inside of the insulating body of Kragplattenan gleich instituten are arranged running. These pressure elements are simple, over the entire length of the same cross-section having steel body, round rods or rods of rectangular cross-section. These steel bodies thus had the same cross section over the entire length.
  • the mostly steel-made printing elements form a cold bridge.
  • the pressure element is multi-part and consists of a rubber-elastic plate and two arranged on both sides, preferably adhesively bonded pressure distribution elements.
  • This solution is also expensive to manufacture and correspondingly expensive.
  • a solution that is designed exactly to known pressure elements made of metal, is from the DE-10 2008 049 868 known.
  • the pressure element from a connecting web and on both sides molded pressure distribution plates are formed, which protrude from the insulation body and are larger than the cutout in the insulation body, they enforce made.
  • ultrahigh-strength concrete can transmit extremely high compressive forces, the material is extremely brittle and therefore impact-sensitive. In addition, the curing time is great, so that the use of the insulating body itself as lost formwork for reasons of space is out of the question.
  • the pressure element protrudes on one or both sides of the insulation plate and engages with the projecting part in the cantilever and / or in the floor ceiling plate.
  • the cantilever plate on the one hand and the floor ceiling plate On the other hand, different temperatures and thus different elongation ratios exist, gravitational forces act. The result is either flaking on the concrete in which the pressure element protrudes or the destruction of the pressure element, which is also made of concrete.
  • the cantilever connection element 1 according to the FIG. 1 has an insulating body 8, which in its transverse direction of at least one upper tie rod 2 and a lower pressure element 5 is traversed.
  • the upper tension rods 2 absorb tensile forces and the pressure elements 5 pressure forces when the cantilevered connection element 1 is installed between a floor or ceiling plate B and a cantilever K and is operatively connected to both plates B, K.
  • transverse force rods 4 may be present.
  • indicated pressure rods 3 are not required, but can be completely replaced by the pressure elements 5 designed according to the invention.
  • FIG. 1 shows the upper tie rods 2 the insulation body 6 and protrude into the bottom or ceiling plate B or in the cantilever K on both sides of the insulating body 8.
  • the upper tension rods 2 protrude from the insulation body 8 into the adjacent floor or ceiling panel B or into the cantilever K and are embedded in concrete there.
  • structural steel to prevent corrosion corrosion-protected steel or stainless steel are used.
  • FIG. 1 shows a conventional design of the actual cantilever panel connection element 1
  • FIG. 2 a new variant shown, with a push plate, as from the documents EP-A-0822299 and CH-A-00070/2008 known.
  • This push plate transmits through the insulating body through both the tensile and the compressive forces and the shear forces and thus eliminates the use of transverse bars. 4
  • the pressure elements 5 are inserted into the insulation body 8 in the transverse direction at least approximately completely penetrating into cutouts 80 of the insulation body 8.
  • the transverse direction q of Bracket plate connection element 1 is for illustrative purposes in FIG. 2 shown while FIG. 1 shows a section in this transverse direction q running.
  • the pressure elements 5 are designed substantially dumbbell-like and made entirely of ultra-high-strength concrete in molds 6. The pressure elements 5 remain until sufficient curing in the molds 6 and can be pressed in the casting mold 6 in the insulating insulating body 8 in corresponding recesses 80, but are preferably previously removed from the mold.
  • the disposable molds 6 at least one tear seam 61 (see FIG. 3 ) on. Preferably, there are two parallel tear seams 61 defining a tear-away strip 62. This strip 62 extends like the tear seams 61 over the entire axial extension of the disposable molds and may be provided with a tear tab 63.
  • ultra-high-strength concrete ensures that the thermal expansion coefficient and the thermal conductivity of the pressure elements 5 produced therefrom approximately correspond to the corresponding values of the floor or ceiling panels B and cantilever K adjacent to the cantilevered connection element 1.
  • Ultrahigh-strength concrete (UHFB / English Ultra High Performance Concrete (UHPC)), was only in recent years always further developed and in this application is understood by this term concrete with compressive strengths above 150 N / mm2. In practice, compressive strengths of up to 250 N / mm2 have been achieved and, theoretically, 800 N / mm2 seem possible.
  • this ultra-high-strength concrete is characterized by the addition of additives such as microsilica and quartz powder, with particle sizes of less than 0.125 mm being used.
  • Another crucial difference between UHFB and other concrete is the lower water-cement ratio of at least approximately 0.2 compared to normal concrete from 0.45 upwards.
  • the UHFB may additionally be added fibers, such as plastics or metals, whereby the brittleness is reducible.
  • UHFB preferably used in the printing elements 5 has compressive strengths of 150 MPa or greater, as well as tensile strengths of at least 10 MPa and bending tensile strengths of more than 30 MPa.
  • UHFB Due to the extremely high surface density and low pore content of the UHFB, UHFB is nearly impermeable to liquids and gases, resulting in high durability and resistance, making it advantageous to use in pressure elements 5.
  • Each lower pressure element 5 has three successive sections, a central connecting web 52, which is arranged centrally within the insulating body 6, and two to the connecting web 52 laterally adjacent Druckauflageabête 50, wherein a total of about dumbbell-shaped configuration of the lower pressure elements 5 results.
  • the approximately dumbbell-shaped cross section of the pressure element 5 lies in a plane parallel to the plane of the floor or ceiling plate B and cantilever K.
  • the pressure bearing sections 50 can be formed as plates with approximately square cross section, to which the transitions 53 connect. These transitions 53 have the shape of truncated pyramids with square or rectangular plan views, which corresponds to the pressure application section.
  • the length of the connecting web 52 is shorter than the thickness of the insulating body 8 in the transverse direction q of the cantilevered connection element 1.
  • the insulating body 8 of the cantilevered connection element has the corresponding cutouts 80 or recesses so that the pressure element 5 can be pressed in from the lower longitudinal edge of the insulating body 8 ,
  • the end surfaces 51 of the square pressure bearing sections 50 are flush with the Insulating body 8 of the cantilever panel connection element 1 to lie, as shown in the FIGS. 1 and 2 is shown.
  • the lower base surface of the pressure elements 5 are designed to be flush with the lower base surface of the insulating body 8. This results because the UHF concrete can not corrode and thus requires no overlap. This facilitates the placement in the insulating body 8 and allows a subsequent insertion of a part of the cut-out insulation body.
  • FIG. 3 a plurality of molds 6 for the production of the novel printing elements is shown.
  • the ultra-high-strength concrete can be filled with or without a supplement of fiber material.
  • Such forms can be placed next to each other in a dense arrangement and fill easily.
  • a corresponding device can thus have a plurality of inlet nozzles, by means of which simultaneously several such molds 6 can be filled and at the same time so-called vibrating needles can be present on the same device, by means of which the filled concrete is compressed so as to avoid voids.
  • the length of the connecting web 52 can be varied as desired. In extreme cases, as in the FIG. 3 shown, the connecting web 52 can practically coincide with the connecting surface between the two transitions 53.
  • the length of the connecting web 52 is dependent on the thickness of the insulating body 8, in which the pressure element 5 is used.
  • the cross-sectional size of the connecting web 52 and the end surfaces 51 is in direct proportion to the forces to be transmitted. The greater these forces are, the greater the cross-sectional area of the connecting web 52, and the greater the choice of advantageously the size of the end face 51 in order not to allow the specific pressure per square millimeter to rise above the permitted level.
  • the pressure bearing section 50 is selected to be practically constant in its thickness. This is clearly visible in the various embodiments.
  • the ultra-high-strength concrete has significantly lower thermal conductivities than a corresponding pressure element made of steel.
  • the heat-insulating property of the cantilever panel connection element 1 is improved overall.
  • the shape of the pressure element 5 described here allows an optimal introduction of force while reducing the volume of material. This is quite important, because the ultra-high-strength concrete much more expensive than conventional Concrete is. However, it is cheaper than a corresponding equal size element made of stainless steel. In addition, this also weight savings are achieved, which in turn reduce transport costs, which is not unimportant, since systems for processing ultra-high-strength concrete are extremely expensive and you will therefore take longer transport routes into account.
  • the insulating body 8 is usually made of foamed polystyrene or stone or glass wool. Glass or rock wool are collectively called mineral wool plates. Foamed polystyrene has a compressive strength of 0.15 to 0.35 N / mm 2 for use in the field of building insulation. The mineral wool panels have a slightly higher compressive strength and is usually in the range of 0.5 to 0.8 N / mm 2 .
  • the insulating body 8 of the cantilever panel connection element 1 practically acts as a shuttering element.
  • the insulation material is slightly compressed. hereby the thickness of the insulating body 8 decreases by a certain amount.
  • the insulation body for the respective cantilever panel connection elements for the respective application are precisely dimensioned, the pressure conditions occurring can be calculated relatively accurately and from this results also the corresponding changes in length.
  • the deviation of the position of the end surfaces 51 relative to the outer surfaces of the insulating body 8 are therefore small.
  • the printing elements 5 can be additionally protected on the end surfaces 51 with sliding films.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
EP10194323.1A 2010-02-10 2010-12-09 Elément de raccordement de dalles en console / éléments de pression Active EP2354343B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL10194323T PL2354343T3 (pl) 2010-02-10 2010-12-09 Element łączący płyty wspornikowej / elementy ściskane

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH1612010A CH702671A8 (de) 2010-02-10 2010-02-10 Kragplattenanschlusselement.
CH02017/10A CH704181A2 (de) 2010-12-01 2010-12-01 Kragplattenanschlusselement mit einem wärmedämmenden Isolationskörper durch den Druckelemente verlaufen.

Publications (2)

Publication Number Publication Date
EP2354343A1 true EP2354343A1 (fr) 2011-08-10
EP2354343B1 EP2354343B1 (fr) 2014-07-23

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ID=43902905

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EP10194323.1A Active EP2354343B1 (fr) 2010-02-10 2010-12-09 Elément de raccordement de dalles en console / éléments de pression

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EP (1) EP2354343B1 (fr)
PL (1) PL2354343T3 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2013021070A1 (fr) * 2011-08-11 2013-02-14 Schöck Bauteile GmbH Élément d'isolation thermique
EP3225759A1 (fr) * 2016-04-01 2017-10-04 SCHÖCK BAUTEILE GmbH Élément de raccordement d'isolation thermique d'éléments de bâtiments verticaux reliés

Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0034332A2 (fr) 1980-02-14 1981-08-26 Eberhard Schöck Elément de construction pour l'isolation thermique de bâtiments
DE3116381A1 (de) 1981-04-24 1982-11-11 Eberhard 7570 Baden-Baden Schöck Waermedaemmelement fuer gebaeude mit vorkragenden wandteilen
DE3302719C1 (de) 1983-01-27 1984-08-23 Eberhard Ing. Schöck (grad.), 7570 Baden-Baden Bauelement zur Waermedaemmung bei Gebaeuden
DE3403240A1 (de) 1984-01-31 1985-08-01 Friedhelm 4400 Münster Quinting Fertigbauelement fuer die herstellung von auskragenden und aussen liegenden betonteilen
DE4033505A1 (de) 1990-10-20 1992-04-23 Schoeck Bauteile Gmbh Bauelement zur waermedaemmung bei gebaeuden
EP0822299A1 (fr) 1996-07-30 1998-02-04 Basys AG Elément de liaison
DE19652165A1 (de) 1996-12-05 1998-06-18 Syspro Gruppe Betonbauteile E Fertigbauteil für eine auskragende Balkonplatte
EP1225282A2 (fr) 2001-01-23 2002-07-24 Schöck Entwicklungsgesellschaft mbH Elément isolant thérmique pour la construction
EP1229176A2 (fr) * 2001-01-18 2002-08-07 Pecon AG Element de connexion pour dalle en porte-a-faux
DE102008049868A1 (de) 2007-10-08 2009-04-09 Pakon Ag Fertigbauteil zum Anschluss einer auskragenden Betonplatte an ein Betonbauwerk
EP2138641A2 (fr) * 2008-06-24 2009-12-30 SCHÖCK BAUTEILE GmbH Elément de construction destiné à l'isolation thermique et matériau d'isolation pour le domaine de la construction
CH702008A2 (de) 2009-10-08 2011-04-15 Rieter Ag Maschf Kämmmaschine mit Faserbandführungsmittel.

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0034332A2 (fr) 1980-02-14 1981-08-26 Eberhard Schöck Elément de construction pour l'isolation thermique de bâtiments
DE3116381A1 (de) 1981-04-24 1982-11-11 Eberhard 7570 Baden-Baden Schöck Waermedaemmelement fuer gebaeude mit vorkragenden wandteilen
DE3302719C1 (de) 1983-01-27 1984-08-23 Eberhard Ing. Schöck (grad.), 7570 Baden-Baden Bauelement zur Waermedaemmung bei Gebaeuden
DE3403240A1 (de) 1984-01-31 1985-08-01 Friedhelm 4400 Münster Quinting Fertigbauelement fuer die herstellung von auskragenden und aussen liegenden betonteilen
DE4033505A1 (de) 1990-10-20 1992-04-23 Schoeck Bauteile Gmbh Bauelement zur waermedaemmung bei gebaeuden
EP0822299A1 (fr) 1996-07-30 1998-02-04 Basys AG Elément de liaison
DE19652165A1 (de) 1996-12-05 1998-06-18 Syspro Gruppe Betonbauteile E Fertigbauteil für eine auskragende Balkonplatte
EP1229176A2 (fr) * 2001-01-18 2002-08-07 Pecon AG Element de connexion pour dalle en porte-a-faux
EP1225282A2 (fr) 2001-01-23 2002-07-24 Schöck Entwicklungsgesellschaft mbH Elément isolant thérmique pour la construction
DE102008049868A1 (de) 2007-10-08 2009-04-09 Pakon Ag Fertigbauteil zum Anschluss einer auskragenden Betonplatte an ein Betonbauwerk
EP2138641A2 (fr) * 2008-06-24 2009-12-30 SCHÖCK BAUTEILE GmbH Elément de construction destiné à l'isolation thermique et matériau d'isolation pour le domaine de la construction
CH702008A2 (de) 2009-10-08 2011-04-15 Rieter Ag Maschf Kämmmaschine mit Faserbandführungsmittel.

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2013021070A1 (fr) * 2011-08-11 2013-02-14 Schöck Bauteile GmbH Élément d'isolation thermique
US9382705B2 (en) 2011-08-11 2016-07-05 Schöck Bauteile GmbH Structural element for heat-insulating purposes
EP3225759A1 (fr) * 2016-04-01 2017-10-04 SCHÖCK BAUTEILE GmbH Élément de raccordement d'isolation thermique d'éléments de bâtiments verticaux reliés

Also Published As

Publication number Publication date
PL2354343T3 (pl) 2014-12-31
EP2354343B1 (fr) 2014-07-23

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