EP1887155B1 - Elément d'isolation thermique - Google Patents

Elément d'isolation thermique Download PDF

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Publication number
EP1887155B1
EP1887155B1 EP06016496A EP06016496A EP1887155B1 EP 1887155 B1 EP1887155 B1 EP 1887155B1 EP 06016496 A EP06016496 A EP 06016496A EP 06016496 A EP06016496 A EP 06016496A EP 1887155 B1 EP1887155 B1 EP 1887155B1
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EP
European Patent Office
Prior art keywords
section
pressure
tension
insulating body
shear
Prior art date
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Active
Application number
EP06016496A
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German (de)
English (en)
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EP1887155A1 (fr
Inventor
Klaus Fröhlich
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.)
Leviat GmbH
Original Assignee
Halfen GmbH and Co KG
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Filing date
Publication date
Application filed by Halfen GmbH and Co KG filed Critical Halfen GmbH and Co KG
Priority to DE502006001776T priority Critical patent/DE502006001776D1/de
Priority to AT06016496T priority patent/ATE410562T1/de
Priority to PL06016496T priority patent/PL1887155T3/pl
Priority to EP06016496A priority patent/EP1887155B1/fr
Publication of EP1887155A1 publication Critical patent/EP1887155A1/fr
Application granted granted Critical
Publication of EP1887155B1 publication Critical patent/EP1887155B1/fr
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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 invention relates to a thermally insulating component having the features according to the preamble of claim 1.
  • thermally insulating components are used, which are arranged in a parting line between, the two load-bearing parts of the building.
  • the thermally insulating component comprises an insulating body, which fills in the assembled state, the parting line, and by the pre-assembled state reinforcing elements are passed transversely to the parting line.
  • Such a thermally insulating component has a tensile zone and a pressure zone, based on the weight force load acting in the installed position, and is dimensioned to accommodate bending and shear loads.
  • pre-assembly of such a thermally insulating component is to produce a plurality of reinforcing elements and to connect in a suitable manner with the insulating body. Shaping and spatial arrangement of the reinforcing elements should be chosen such that, in the molded state, they can absorb the pressure, bending and shear loads acting in the parting line. After pre-assembly with the insulator, the reinforcing elements are fixed in position. The result is a pre-assembled assembly, which is brought as a unit at the site in position and cast with in-situ concrete.
  • the protruding laterally beyond the insulating reinforcing elements are bulky and complicate storage, transport and handling of the thermally insulating component. Shaping and positioning of the reinforcement elements are complex and costly during production and pre-assembly.
  • DE 296 15 018 U1 From the DE 296 15 018 U1 is a generic thermally insulating component, known in which reinforcing elements are passed through an insulating body and are dimensioned to accommodate bending and thrust loads. In the tension zone a tie rod is arranged. A diagonal with a pulling section and with a pushing section is in the area a pressure plate connected to a pressure anchor. The aforementioned components together form a multi-part combined push-push armature, which is elaborately constructed and requires a cost-intensive production.
  • document DE 296 15018 U1 describes a thermally insulating component according to the preamble of claim 1.
  • the invention has the object of developing a generic thermal insulating component such that a simplified production and improved handling is given.
  • thermally insulating component having the features of claim 1.
  • a thermally insulating component in which a first reinforcing element is designed as arranged in the tension zone tie rods, and in which a second reinforcing element is designed as a combined thrust-pressure anchor with a tensile section, a thrust section, a transition section and a pressure section.
  • the aforementioned sections of the combined thrust-pressure armature merge into one another and are integrally formed from a bent reinforcing bar.
  • the tension section is arranged in the tension zone on a side of the insulating body facing the first structural part.
  • the thrust section is passed from the train section diagonally through the insulating body through to the pressure zone of the opposite second structural part and adjacent to the transition section arranged there. Starting from the transition section in the pressure zone, the pressure section is guided through the insulating body and back to the side of the first structural part. Under the influence of the weight force, a combined bending and pushing load is created in the area of the parting line. Under the influence of the bending load, a tensile zone with tensile stresses acting there, and with reference to the installation position in the vertical direction, forms below a pressure zone with compressive stresses acting there in the joint area.
  • the joint area is subject to a transverse force or shear stress.
  • the acting bending and transverse force stresses are absorbed by only two different types of reinforcing elements:
  • the tensile anchor arranged in the tensile zone carries the tensile stresses resulting from the bending stress, while the compressive stress resulting from the bending stress and the shear stress resulting from the acting transverse force by the Combined thrust-pressure anchor can be added.
  • the force acting for example, on the freely projecting balcony floor plate transverse force and resulting from the Kragmoment compressive stress is introduced into the there concreted transition section.
  • the proportionate pressure load is passed directly by means of the pressure section through the insulating body to the pressure zone of the opposite building part.
  • the transverse force also acting on the transition section generates in the diagonal thrust section a tensile force which continues in the adjoining train section and is received in the tension zone of the adjacent building section.
  • thermal insulating component is more compact and easier to use. During transport and storage, less space is required.
  • the transition section still has a pressure plate and a transverse force plate.
  • the pressure plate and the transverse force plate are preferably formed in one piece as a bent sheet metal. Such a sheet can be produced at low cost and can be readily welded to the transition section made of a bent reinforcing bar.
  • the planar shape of the pressure or transverse force plate leads under the action of the pressure and shear forces to a comparatively low surface pressure between the respective plate and the surrounding concrete. Even with low penetration depth a good power transmission is ensured.
  • a free end of the printing section is provided with a pressure plate.
  • the acting compressive stresses can be introduced over the pressure plate into the adjoining part of the building.
  • the tension section and / or the pressure section of the combined thrust-pressure armature advantageously extend horizontally relative to the intended installation position. They are thus over their entire Length parallel to the acting tensile and compressive forces. The orientation in the direction of loading increases the load capacity.
  • the thrust section runs at an angle to the horizontal with respect to the intended installation position, the angle advantageously being in a range of 30 ° inclusive and 60 ° inclusive and preferably about 30 °.
  • the angle advantageously being in a range of 30 ° inclusive and 60 ° inclusive and preferably about 30 °.
  • a third reinforcing element in the form of a pressure anchor is provided.
  • an equal number of tie rods and pressure anchors is appropriate.
  • the loads resulting from bending and shear force are distributed: tensile and compressive stresses in the tensile and compressive zones resulting from the bending load are absorbed by the tensile and pressure anchors, while the transverse force load is transferred to the transitional section of the combined thrust-pressure Ankers introduced and implemented there in tensile and compressive loads of the tension section or the pressure section.
  • the stress on the individual reinforcement elements is evenly distributed.
  • the material and weight insert is optimized.
  • Fig. 1 shows a perspective view of an inventively designed thermally insulating component 1, comprising an approximately cuboid insulating body 5 and a number of tie rods 8, combined thrust-pressure anchors 9 and pressure anchors 18 as reinforcing elements.
  • a total of five tie rods 8 are provided, each of which a combined thrust-pressure armature 9 and a pressure armature 18 is assigned.
  • the thermally insulating component 1 can also be made narrower or wider with a small or larger number of reinforcing elements and with a different distribution ratio of the reinforcing elements.
  • the thermally insulating component 1 is provided for use in a parting line 2 between a first, load-bearing, not shown here structural part 3 and a second, also not shown load-bearing structural part 4.
  • the thermally insulating component 1 with the insulating body 5 and the reinforcing elements is in the configuration according to Fig. 1 Completely prepared at the factory and transported to the construction site. There it is so cast with the formation of the parting line 2 with in-situ concrete of the two structural parts 3, 4, that the laterally projecting over the insulator 5 sections of the reinforcing elements in the concrete of the building parts 3, 4 are poured, wherein the thermal insulator 5, the parting line 2 between the two building parts 3, 4 fills. Further details are related below Fig. 4 described in more detail.
  • the perspective view Fig. 1 It can be seen that the tie rods 8 are passed straight through the insulating body 5 and projecting on both sides of the insulating body 5. The same applies to the pressure anchor 18.
  • the combined thrust-pressure armature 9 are also passed through the insulating body 5, wherein a transition portion 12 of the combined thrust-pressure armature 9 projects beyond the front side of the insulating body 5 shown here.
  • Fig. 2 shows a perspective view of the thermally insulating component 1 after Fig. 1 from its opposite side.
  • On this side of the insulating body 5 are each a tensile section 10 and a pressure section 13 of the respective Thrust-pressure armature 9 on the front side of the insulating body 5 shown here.
  • the tie rod 8 and the pressure anchor 18 are each guided straight through the insulating body 5 and projecting on both sides.
  • the tie rod 8 comprises a continuous by the insulating body 5, factory-inserted sleeve 27 which protrudes only slightly in the longitudinal direction of the insulating body 5.
  • Two tension rods 28 are inserted on both sides of the sleeve 27 and factory-pressed with her. It may also be a weld or the like. Expedient. From the sleeve 27 and the two tension rods 28 of the tie rod 8 is formed with the required length.
  • the continuous pressure armature 18 is provided at its two free, protruding ends, each with a circular pressure plate 20 whose plate plane is parallel to the end face of the insulating body 5.
  • the combined thrust-pressure armature 9 comprises the tension section 10, a thrust section 11, the transition section 12 and the pressure section 13, which merge into one another and are connected to one another.
  • the pulling portion 10, the pushing portion 11, the transition portion 12 and the pressure portion 13 are integrally formed of a bent reinforcing bar having a circular cross section.
  • the pressure section 13 is at its free, projecting beyond the end face of the insulating body 5 End 14 provided with a pressure plate 15 which is identical to the pressure plates 20 of the pressure armature 18 and arranged lying parallel to it.
  • a bent plate 19 is guided around the outside of the bend of the transition section 12 and welded thereto.
  • the function of the sheet 19 is related below Fig. 4 explained in more detail.
  • Fig. 4 shows a cross-sectional view of the thermally insulating component 1 according to the Fig. 1 to 3 in the assembled state. It can be seen that between two load-absorbing, designed essentially as flat plates structural parts 3, 4, a parting line 2 remains, which is at least approximately completely filled by the insulating body 5 of the thermally insulating component 1.
  • the thermally insulating component 1 and the two structural parts 3, 4 are shown in the intended installation position, thus the flat structural parts 3, 4 transverse to a direction indicated by an arrow 21 vertical or weight force direction and thereby in a direction indicated by a double arrow 23 horizontal direction extend.
  • the protruding in the horizontal direction 23 portions of the tie rod 8, the combined thrust-pressure armature 9 and the in Fig. 3 Pressure anchor 18 shown in detail are cast in the concrete material of the two building parts 3, 4.
  • the first building part 3 is a poured building ceiling, the static point of view is firmly clamped in the building.
  • the horizontal direction 23 is followed by a balcony floor plate as a second load-bearing structural part 4, which projects freely over.
  • the weight force acting in the direction of the weight force 21 on the second structural part 4 generates in the region of the parting line 2 a bending moment indicated by an arrow 22, which in relation to the weighting direction 21 in the upper region of the structural parts 3, 4 is a tension zone 6 and in the opposite, lower region of the two Building parts 3, 4 forms a pressure zone 7.
  • tension zone 6 tensile forces prevail, which are indicated by arrows 24, while in the pressure zone 7 indicated by arrows 25 pressure forces each act in the horizontal direction 23.
  • acting in the region of the parting line 2 indicated by an arrow 26 transverse forces, which also follows from the weight load of the second structural part 4 in the direction of gravity 21 and is parallel to this.
  • the tie rod 8 is arranged in the tension zone 6. He runs there rectilinearly parallel to the horizontal direction 23 and parallel to the tensile forces acting there 24 and is poured with both over the insulator 5 projecting ends in the concrete of the two building parts 3, 4.
  • the tie rod 8 transmits the tensile forces 24 between the structural parts 3, 4 in the tension zone 6 and thus absorbs a first part of the stresses resulting from the bending moment 22.
  • the pressure anchor 18 is parallel to the tie rod 8 and is arranged in the pressure zone 7. Its longitudinal axis is parallel to the horizontal direction 23 and to the direction of the acting there Pressure forces 25. A portion of the compressive forces 25 and thus a part of the bending moment 22 resulting stresses is absorbed by the pressure anchor 18, wherein the introduction of force of the pressure forces 25 in the pressure armature 18 primarily on the end faces of the two pressure plates 20 (FIGS. Fig. 3 ) he follows. The introduction of force of the tensile forces 24 on the tie rod 8, however, takes place primarily on the outer or peripheral surfaces of the tie rod 8, which protrude compared to the pressure anchor 18 over a much greater length in the building parts 3, 4 and are embedded in concrete.
  • the tension section 10 is arranged in the tension zone 6 on a first structural part 3 facing side of the insulating body 5.
  • the thrust section 11 adjoins, which is bent at an angle ⁇ to the horizontal direction 23 and to the longitudinal axis of the traction section 10. It extends from the tension zone 6 of the first building part 3 diagonally through the insulating body 5 and ends in the pressure zone 7 of the opposite second structural part 4. There he goes into the transition section 12, which is arranged in the pressure zone 7 of the second building part 4 and concreted there is. From the transition section 12 of the printing section 13 goes out.
  • the pressure section 13 extends from the second structural part 4 through the insulating body 5 into the first structural part 3, where it is in the region of its free end 14 concreted is.
  • the tension section 10 and the pressure section 13 both run parallel to the horizontal direction 23 or to the direction of the tensile forces 24 and compressive forces 25 in the installation position shown here.
  • the curved and externally guided around the curved transition section 12 sheet 19 forms in a transversely to the applied compressive force 25 area a pressure plate 16 and integrally therewith in angled, at least partially transverse to the transverse force acting 26 transverse force plates 17.
  • the acting in the second building part 4 Transverse force 26 acts on the transverse force plates 17 of the transition section 12, while the pressure force 25 acting there acts on the pressure plate 16 of the transition section 12. Accordingly, both a portion of the compressive forces 25 and a portion of the transverse forces 26 are introduced into the transition section 12.
  • the introduced into the transition section 12 transverse force 26 is converted in the diagonal thrust section 11 in a tensile force acting there.
  • a range of the angle ⁇ of 30 ° inclusive up to and including 60 ° is expedient. From a static point of view, ideally it is 45 °.
  • the angle ⁇ is selected at about 30 ° as a compromise between existing volume and carrying capacity.
  • the angle ⁇ is in a range of from 30 ° to 45 ° inclusive.
  • the tensile stress forming in the pushing section 11 becomes the pulling section 10 introduced and transmitted there according to the arrow 24 as a tensile force on the first building part 3.
  • the introduced into the transition section 12 transverse force 26 further leads to a compressive stress of the pressure section 13, which adds to the pressure forces 25 in the pressure zone 7.
  • this compressive stress is introduced by the pressure section 13 in the pressure zone 7 of the first building part 3 and transmitted primarily over the end face of the arranged at the free end 14 pressure plate 15 according to the arrow 25.
  • the formation of the free end 14 of the pressure section 13 with the pressure plate 15 and the formation of the transition section 12 with the pressure plate 16 and the transverse force plates 17 makes it possible that the free end 14 of the pressure section 13 and the transition section 12 each with only a small amount on the projecting end faces of the insulating 5 project and project into the respectively associated building part 3, 4, wherein the aforementioned lateral projection is significantly lower than the projection of the tensile section 10 from the thrust-pressure armature 9 and the protruding portions of the tie rod 8.
  • the Pressure armature 18 is formed in its laterally projecting region identical to the region of the free end 14 of the pressure section 13 and protrudes by the same amount in each case over the two structural parts 3, 4 facing side or end faces.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Cable Accessories (AREA)
  • Thermistors And Varistors (AREA)
  • Devices For Indicating Variable Information By Combining Individual Elements (AREA)
  • Cooling Or The Like Of Semiconductors Or Solid State Devices (AREA)
  • Polymers With Sulfur, Phosphorus Or Metals In The Main Chain (AREA)
  • Insulated Conductors (AREA)

Claims (7)

  1. Élément (1) d'isolation thermique pour l'utilisation dans des joints de séparation (2) entre une première et une seconde partie de bâtiment (3, 4) recevant la charge, en particulier entre un toit de bâtiment et une dalle de balcon, avec un corps isolant (5), au travers duquel sont guidés des éléments d'armature transversalement au joint de séparation (2), l'élément (1) présentant une zone de traction (6) et une zone comprimée (7) par rapport à la charge de force massique agissant sur la position de montage et étant dimensionné pour recevoir des charges de flexion et de poussée, un premier élément d'armature étant réalisé comme un tirant d'ancrage (8) disposé dans la zone de traction (6), un second élément d'armature étant réalisé comme un tirant de pression et de poussée (9) avec une section de traction (10), une section de poussée (11), une section de transition (12) et une section de pression (13), la section de traction (10) étant disposée dans la zone de traction (6) sur un côté tourné vers la première partie du bâtiment (3) du corps isolant (5), la section de poussée (11) étant guidée en partant de la section de traction (13) essentiellement en diagonal au travers du corps isolant (5) vers la zone comprimée (7) de la seconde partie du bâtiment (4) opposée et étant contiguë à la section de transition (12) disposée là-bas, et la section de pression (13) étant guidée en partant de la section de transition (12) dans la zone comprimée (7) au travers du corps isolant (5) de nouveau vers le côté de la première partie de bâtiment (3), caractérisé en ce que la section de traction (10), la section de poussée (11), la section de transition (12) et la section de pression (13) sont formées d'un seul tenant par une barre d'armature pliée, la section de transition (12) présentant une plaque de compression (16) et une plaque de force transversale (17).
  2. Élément selon la revendication 1, caractérisé en ce qu'une extrémité libre (14) de la section de pression (13) est pourvue d'un disque de pression (15).
  3. Élément selon la revendication 1 ou 2, caractérisé en ce que la plaque de compression (16) et la plaque de force transversale (17) sont réalisées d'un seul tenant comme une tôle pliée.
  4. Élément selon l'une quelconque des revendications 1 à 3, caractérisé en ce que la section de traction (10) et/ou la section de pression (13) s'étend horizontalement par rapport à la position de montage prévue.
  5. Élément selon l'une quelconque des revendications 1 à 4, caractérisé en ce que la section de poussée (11) s'étend par rapport à la position de montage prévue dans un angle (α) par rapport à l'horizontale, l'angle (α) étant compris dans une plage entre 30 et 60° inclus.
  6. Élément selon l'une quelconque des revendications 1 à 5, caractérisé en ce qu'un tirant de pression (18) supplémentaire est prévu.
  7. Élément selon la revendication 6, caractérisé en ce qu'un nombre identique de tirants d'ancrage (8) et de tirants de pression (18) sont prévus.
EP06016496A 2006-08-08 2006-08-08 Elément d'isolation thermique Active EP1887155B1 (fr)

Priority Applications (4)

Application Number Priority Date Filing Date Title
DE502006001776T DE502006001776D1 (de) 2006-08-08 2006-08-08 Thermisch isolierendes Bauelement
AT06016496T ATE410562T1 (de) 2006-08-08 2006-08-08 Thermisch isolierendes bauelement
PL06016496T PL1887155T3 (pl) 2006-08-08 2006-08-08 Termoizolacyjny element konstrukcyjny
EP06016496A EP1887155B1 (fr) 2006-08-08 2006-08-08 Elément d'isolation thermique

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP06016496A EP1887155B1 (fr) 2006-08-08 2006-08-08 Elément d'isolation thermique

Publications (2)

Publication Number Publication Date
EP1887155A1 EP1887155A1 (fr) 2008-02-13
EP1887155B1 true EP1887155B1 (fr) 2008-10-08

Family

ID=37603119

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06016496A Active EP1887155B1 (fr) 2006-08-08 2006-08-08 Elément d'isolation thermique

Country Status (4)

Country Link
EP (1) EP1887155B1 (fr)
AT (1) ATE410562T1 (fr)
DE (1) DE502006001776D1 (fr)
PL (1) PL1887155T3 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU216153U1 (ru) * 2022-12-16 2023-01-18 Общество с ограниченной ответственностью "Завод спецоборудования и механизации строительства "ГРАД" Несущий теплоизоляционный элемент

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH701351A1 (de) 2009-06-24 2010-12-31 Stefan Schweizer Kragplattenanschlusselement.
AT510798B1 (de) * 2010-11-30 2012-12-15 Avi Alpenlaendische Vered Einrichtung zum anschliessen von stahlbetonplatten an eine wand- oder deckenkonstruktion aus stahlbeton
US9598891B2 (en) * 2015-03-23 2017-03-21 Jk Worldwide Enterprises Inc. Thermal break for use in construction

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9409322U1 (de) * 1994-06-09 1995-10-12 Dausend, Hans-Werner, 42289 Wuppertal Kragplattenanschlußelement
DE19528130B4 (de) * 1995-06-24 2005-07-21 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
DE29615018U1 (de) * 1996-08-29 1996-12-05 Eisenhofer, André, Dipl.-Ing. (FH), 86150 Augsburg Vorrichtung zur gemeinsamen Aufnahme von Druck- und Querkräften

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU216153U1 (ru) * 2022-12-16 2023-01-18 Общество с ограниченной ответственностью "Завод спецоборудования и механизации строительства "ГРАД" Несущий теплоизоляционный элемент

Also Published As

Publication number Publication date
PL1887155T3 (pl) 2009-04-30
EP1887155A1 (fr) 2008-02-13
ATE410562T1 (de) 2008-10-15
DE502006001776D1 (de) 2008-11-20

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