EP0658660A1 - Elément de construction pour isolation thermique - Google Patents

Elément de construction pour isolation thermique Download PDF

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Publication number
EP0658660A1
EP0658660A1 EP94119465A EP94119465A EP0658660A1 EP 0658660 A1 EP0658660 A1 EP 0658660A1 EP 94119465 A EP94119465 A EP 94119465A EP 94119465 A EP94119465 A EP 94119465A EP 0658660 A1 EP0658660 A1 EP 0658660A1
Authority
EP
European Patent Office
Prior art keywords
insulating body
component according
rods
recesses
hollow body
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
EP94119465A
Other languages
German (de)
English (en)
Other versions
EP0658660B1 (fr
Inventor
Armin Schumacher
Gerhard Trunz
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.)
Schoeck Bauteile GmbH
Original Assignee
Schoeck Bauteile GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Schoeck Bauteile GmbH filed Critical Schoeck Bauteile GmbH
Publication of EP0658660A1 publication Critical patent/EP0658660A1/fr
Application granted granted Critical
Publication of EP0658660B1 publication Critical patent/EP0658660B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E04B1/003—Balconies; Decks
    • E04B1/0038—Anchoring devices specially adapted therefor with means for preventing cold bridging

Definitions

  • the invention relates to a component for thermal insulation between two components to be concreted, in particular between a building and a cantilevered outer part, consisting of an insulating body to be laid between them with integrated metallic tensile, compressive and transverse force rods which extend transversely to the insulating body and through it protrude on both sides into the components to be concreted, the transverse force rods being bent so that they run obliquely from the building side from top to bottom through the insulating body and then protrude in the area of the pressure zone towards the cantilevered outer part.
  • Components of this type allow projecting concrete parts, in particular balcony or loggia panels, to be connected to the corresponding false ceiling of a building and to largely eliminate the otherwise usual thermal bridges. They are therefore becoming increasingly popular in practice and are now known in numerous embodiments (DE-PS 3 005 571, EP-PS 121 685 and P 43 02 682).
  • each insulating body is equipped with several horizontal tension and compression rods, which serve to absorb the bending moment at the clamping point, while the transverse force rods, starting from the building side, have to run obliquely from top to bottom through the insulating body in order to absorb the weight of the projecting outer part. Outside of the insulating body, they then continue to run horizontally, just like the tension and compression rods, in order to ensure sufficient overlap with the connecting reinforcement of the concrete components adjacent on both sides.
  • the present invention is based on the finding that the thermal separation which is achieved by the components in question is also desirable when the components to be insulated from one another do not consist of in-situ concrete but from prefabricated hollow body panels.
  • the invention is therefore based on the object of improving the known components described at the outset in such a way that they are also suitable for connection to one or two hollow body plates.
  • the invention is based on the idea that the components according to the invention must not be installed at the construction site, but already at the place of manufacture of the hollow body panels, that is, they must be connected to the two adjacent concrete components.
  • the components are then, especially during transport and storage, exposed to the risk that loads occur for which they are not designed, because in contrast to casting with in-situ concrete, where the components remain in place, it can be transported with the the hollow body panels equipped with the components according to the invention come under completely different loads than with a resting balcony panel.
  • the pressure rods arranged in the lower region of the insulating body are extended on both sides in a way that was previously only necessary for tension rods. It therefore no longer matters whether positive or negative bending moments have to be transferred during transport or storage.
  • transverse force rods extending in mirror image are integrated in the insulating body, which, starting from the building side, do not enter the insulating body from above but from below and then run obliquely upwards through it.
  • both load directions are covered equally with regard to the lateral force absorption.
  • transverse force bars are arranged in the insulating body, for example by alternating normal and mirror-image transverse force bars through the intermediate webs of the hollow body plate, only one transverse force bar being provided per web.
  • transverse force bars are preferably arranged in the middle of the intermediate webs, while the tension and compression bars, which optionally run in the same intermediate web, are laterally offset from the central region.
  • the insulating bodies can be easily integrated into the manufacturing process of the hollow body panels, they have cutouts which are assigned to the cavities of the adjacent hollow body ceilings and, if necessary, are flush with them. These recesses are closed after pulling out the displacement body responsible for the hollow body formation, and expediently by molded parts, each pulled through the cavities of the plate or inserted into the joint from above. In the latter case, appropriate formwork elements must be used to ensure that the joint area is not completely filled with concrete when concreting; it is therefore advisable to provide recesses with a closed circumference, which are in alignment with the cavities in the hollow body plate and can be closed with a simple cylindrical molded part.
  • This molded part can consist of two parts with an inclined parting line, so that when the two parts are displaced relative to one another, a cross-sectional change is obtained which facilitates jamming in the recess in the insulating body.
  • a particularly advantageous embodiment of the invention is characterized in that the insulating body has drainage channels.
  • the insulating body has drainage channels.
  • a particularly expedient development of the invention consists in that the insulating body has a lower overall height than the adjacent hollow body plates, that is to say that the top side of the insulating body is offset somewhat downwards relative to the top side of the adjacent hollow body plates. This ensures that the horizontally back and forth planks for pulling off the tops of the concrete slabs are soft Can not damage the insulating body.
  • Another favorable embodiment consists in equipping the insulating body with fire protection plates at least at the bottom, preferably also at the top. In order to take into account the different thermal loads, the lower fire protection plate is chosen thicker than the upper one, in such a way that it is about 15 to 25 mm thick, while the upper one is only about 5 to 10 mm thick.
  • the upper fire protection plate is expediently a few mm or cm wider than the insulating body, so that it extends into the adjacent hollow body plates on both sides. This ensures that gaps, which often form due to the tensile load in the upper area between the insulating body and adjacent hollow body panels, are covered fire-proof.
  • the insulating body including its fire protection panels, be a few mm lower than the adjacent hollow body panels.
  • Figure 1 shows two concrete slabs 1 and 2, of which at least the front, but usually also the rear is designed as a hollow body slab. For this purpose, they have, in a manner known per se, a series of parallel, continuous cylindrical cavities 1a which are each separated from one another by intermediate webs 1b. Of course, the cavities 1a can also be closed at one end or at both ends.
  • One of the two hollow body slabs should serve as a balcony or loggia slab in the building to be erected, and therefore opposite the one located inside the building other plate to be insulated to prevent or reduce heat flow to the outside.
  • the component 3 according to the invention is installed in the joint between the two plates 1 and 2. Its structure follows from the following figures.
  • the component consists of two halves 3a and 3b, which are constructed essentially the same, namely from an elongated insulating body 4, the height of which is adapted to the wall thickness of the hollow body panels and the thickness of which is 6 cm to 12, depending on the desired insulation cm. It is traversed horizontally by numerous cylindrical openings 4a, which are aligned with the openings 1a of the adjacent hollow body plates.
  • tension rods 5 and below that the same number of compression rods 6 are integrated in the insulating body 4 in the space between the openings mentioned above.
  • the tension and compression rods 5, 6 each run horizontally through the insulating body 4.
  • shear force rods 7 and 7 ' are integrated in the insulating body, which run obliquely through the insulating body along a vertical plane, but outside of which they are then bent into the horizontal, so that they are approximately at the level of the tension and compression rods in the adjacent hollow body plates run.
  • the pressure rods 6 are dimensioned in this way and also such an anchoring length in the adjacent ones Concrete components have that they also act as tension rods and can absorb approximately the same tensile stresses as the tension rods 5.
  • the transverse force rods 7 alternate with mirror-symmetrically arranged transverse force rods 7 'so that they can absorb transverse forces in both vertical directions.
  • the tensile and / or compressive and / or transverse force rods are each welded outside of the insulating body to a U-shaped plug bracket 8. This has the advantage that these stirrups no longer have to be positioned by hand as before and connected to the adjacent reinforcing bars by wire.
  • the tension rods can also be connected by transverse mounting rods 9 (FIG. 3).
  • a tension rod 5, a compression rod 6, a transverse force rod 7 and a plug bracket 8 are assigned to each intermediate web 1b of the hollow body plate.
  • FIG. 4a shows practically the same insulating body as FIG. 4. It is only a little shorter and is equipped with a fire protection plate 44 on the top and a fire protection plate 45 on the underside, which can consist, for example, of a glass fiber reinforced lightweight building board.
  • the fire protection plate 44 extends on both sides beyond the width of the insulating body 4 in order to also shield any gaps due to the tensile stress between the insulating body and the adjacent concrete components, which is generally not necessary for the lower fire protection plate 45 arranged in the pressure area. The latter is designed a little thicker.
  • Figure 5 shows that the insulating body 4 is composed of two almost mirror-image sections 4 'and 4''.
  • the parting line between the two sections is placed in such a way that all areas of the insulating body, where the reinforcement bars run, are touched.
  • the upper section 4 ' there are recesses 40 for the tension rods and recesses 41 for the shear bars and in the lower section 4''recesses 42 for the shear bars and 43 for the pressure bars, each of which corresponds to corresponding counter surfaces of the other section.
  • FIG. 6 shows a sealing plug 10 in top view and side view, which is used to close the openings 4a of the insulating body. It is dimensioned so that it holds in the openings by clamping.
  • Figure 7 shows another alternative for closing the openings.
  • the openings 4a are initially open at the top and are then closed by a suitable insert 11 with an approximately U-shaped contour.
  • a suitable insert 11 with an approximately U-shaped contour.
  • the area of the insulating body which is later to be closed by the inserts 11 must be occupied by a corresponding molded part which only leaves the openings 4a free. After the concrete has sufficiently solidified and the displacement body has been pulled, this molded part is removed and instead the insulating body is completed by the inserts 11.
  • the insulating body in the lower region of its opening 4a has a drainage channel 12 which is open towards the projecting concrete component and leads downwards via a channel 13 and a further line 14 to the outside.
  • this drainage can be connected to a collecting line for corresponding drainage channels from the other openings of the insulating body and, if necessary, can also lead to a specific discharge.
  • FIG. 9 schematically shows the production of two hollow body panels connected by a component according to the invention.
  • the edge storage not shown on all sides accordingly the dimensions of the concrete slabs is surrounded, first laid lower reinforcement layers 60 for the concrete components 1 and 2 at the prescribed distance.
  • the component 3 according to the invention is then introduced in the joint area and its lower reinforcement bars are fastened to the reinforcement layers 60 of the two concrete components (FIG. 9b).
  • displacement bodies 21 are retracted from one or alternately from both sides, the insulating body 4 being assigned to them in such a way that these displacement bodies cross the insulating body along the openings 4a (FIGS. 9c and 9d). If instead one works with displacement bodies, each of which only moves up to or shortly before the insulating body, then the openings 4a of the insulating body can of course be dispensed with.
  • the upper reinforcement layer 61 is connected, which is connected to the upper reinforcement bars of the insulating body (FIG. 9d), and the pouring of the concrete can begin.
  • the displacement bodies 21 are pulled out again (FIG. 9e) and the openings 4a in the insulating body are closed by sealing plugs 10, so that heat transfer by convection is prevented.
  • the sealing plug 10 in the insulating body is divided along an inclined plane 10a into two preferably identical halves 10b and 10c.
  • FIG. 10 shows that the sealing plug 10 has a recess 10d in its lower area, which corresponds to the water drainage channel 12 of the insulating body and facilitates the drainage. This is particularly important when concrete crumbs and the like are to be expected in the cavities 1a of the concrete slabs, as a result of which a small drainage cross section could be blocked.
  • Figures 11 to 13 show another variant for closing the openings 4a in the insulating body.
  • a radially elastic ring 110 is used, which is dented inwards on part of its circumference.
  • This dent 110a is maintained by a corresponding shape 111 of the stamp used for insertion.
  • the ring 110 can be pushed through the cavity 1a of the adjacent hollow body ceiling without rubbing, even though it has a larger circumference in the relaxed state than corresponds to the cavity 1a.
  • the ring 110 is therefore pushed into the recess 4a in the dented state by the slider 111 and brought there into its relaxed, no longer dented shape. This can be done in that the lower part 111a of the slider 11, which is responsible for the dent, is withdrawn, whereby the ring 110 automatically relaxes outwards and is jammed in the recess 4a of the insulating body.
  • a conical sealing plug 112 is inserted into the ring 110 with the aid of a similar slide and clamped therein.
  • the ring 110 can be cylindrical or also conical. It is essential that the ring 110 in its lower region, similar to the sealing plug shown in FIG. 10, has a recess 110b which is arranged on one side or on both sides and which allows water to flow out of the cavities 1a or 2a to the water drainage channel 12 of the insulating body.
  • the slide has a plurality of protruding needles on its front which carry the sealing plug 112.
  • the plug cannot twist when inserted, which is important if it has drainage cutouts in the lower area.
  • so much concrete sludge is carried along by the sealing plug and by the slide that the sealing plug is sufficiently jammed in the insulating body even with a non-conical design and retains its position in the insulating body when the slide is removed. So that the insertion movement of the slide is not too short or too long, it is recommended that it have a stop at its rear end.
  • a "top / bottom" marking can also be placed there be when it is important to insert the plug at an angle due to a drainage recess.
  • the invention is characterized by an optimal suitability for hollow body panels.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Macromolecular Compounds Obtained By Forming Nitrogen-Containing Linkages In General (AREA)
  • Insulated Conductors (AREA)
  • Resistance Heating (AREA)
  • Glass Compositions (AREA)
  • Thermal Insulation (AREA)
  • Electron Sources, Ion Sources (AREA)
  • Control Of Vending Devices And Auxiliary Devices For Vending Devices (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
EP94119465A 1993-12-15 1994-12-09 Elément de construction pour isolation thermique Expired - Lifetime EP0658660B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4342673 1993-12-15
DE4342673A DE4342673A1 (de) 1993-12-15 1993-12-15 Bauelement zur Wärmedämmung

Publications (2)

Publication Number Publication Date
EP0658660A1 true EP0658660A1 (fr) 1995-06-21
EP0658660B1 EP0658660B1 (fr) 1999-03-24

Family

ID=6505015

Family Applications (1)

Application Number Title Priority Date Filing Date
EP94119465A Expired - Lifetime EP0658660B1 (fr) 1993-12-15 1994-12-09 Elément de construction pour isolation thermique

Country Status (8)

Country Link
US (1) US5799457A (fr)
EP (1) EP0658660B1 (fr)
AT (1) ATE178110T1 (fr)
CZ (1) CZ283486B6 (fr)
DE (2) DE4342673A1 (fr)
DK (1) DK0658660T3 (fr)
HU (1) HU216426B (fr)
PL (1) PL306273A1 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19731093A1 (de) * 1997-07-19 1999-01-21 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung
EP1148179A1 (fr) 2000-04-17 2001-10-24 MEA MEISINGER Stahl und Kunststoff GmbH Elément structurel de raccord thermo-isolant et ignifuge pour raccorder un élément porteur à un élément porté et méthode de connexion
FR2887905A1 (fr) * 2005-06-30 2007-01-05 Lafarge Sa Rupteur thermique
EP2369073A3 (fr) * 2010-03-23 2014-07-16 Max Frank GmbH & Co. KG Elément de pose de dalles en console

Families Citing this family (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19519630A1 (de) * 1995-05-29 1996-12-05 Sfs Handels Holding Ag Kragplatten- und/oder Fugenelement für bewehrte Baukonstruktionen
ATE209286T1 (de) * 1997-07-03 2001-12-15 Pfeifer Seil Hebetech Vorrichtung zum verbinden von armierten betonteilen
DE102005039025A1 (de) * 2005-08-18 2007-02-22 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
DE102009011616A1 (de) * 2009-03-04 2010-09-09 Schöck Bauteile GmbH Schalungsvorrichtung und Verfahren zum Schaffen einer Aussparung beim Gießen eines Bauteils
US20100223870A1 (en) * 2009-03-04 2010-09-09 Cincinnati Thermal Spray Inc. Structural Member and Method of Manufacturing Same
PT2233664E (pt) * 2009-03-12 2010-11-22 Gerhard Krummel Dispositivo para a ligação de peças de betão prontas
CA2776632C (fr) * 2011-05-11 2019-08-13 Composite Technologies Corporation Dispositif de transfert de charge
DK2653625T3 (en) * 2012-04-20 2019-03-11 Halfen Gmbh Thermally insulating structural element
US8973317B2 (en) 2013-05-13 2015-03-10 James Larkin Thermal break for concrete slab edges and balconies
BE1023959B1 (nl) * 2016-03-17 2017-09-22 Plakabeton Nv Brandwerend constructie-element voor het realiseren van een verbinding tussen thermisch geisoleerde delen van een gebouw
DE102016124736A1 (de) * 2016-12-19 2018-06-21 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
US20200002932A1 (en) * 2018-01-10 2020-01-02 Jencol Innovations, Llc Thermal break for concrete slabs
RO137111A2 (ro) 2021-05-31 2022-11-29 Zirabis Domum S.R.L. Structură de susţinere pentru anveloparea termică a imobilelor, mod de realizare şi mod de utilizare

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3005571B1 (de) * 1980-02-14 1981-06-04 Eberhard 7570 Baden-Baden Schöck Bauelement zur Waermedaemmung bei Gebaeuden
DE3309254A1 (de) * 1983-03-15 1984-10-04 Manfred Dierichs Druckelement in einem waermedaemmenden bauteil fuer vorkragende gebaeudeteile
DE3413305A1 (de) * 1983-04-11 1984-10-11 Société Anonyme S.E.L.A.M., Port sur Saône Fertigteil fuer eine wand oder decke
WO1991002856A1 (fr) * 1989-08-25 1991-03-07 Massachusetts Institute Of Technology Isolations thermiques utilisant des panneaux a vide

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3803788A (en) * 1968-06-19 1974-04-16 P Artmann Building construction and process for producing structural elements for such construction
AT364502B (de) * 1980-02-13 1981-10-27 Ebenseer Betonwerke Gmbh Hohltraeger, insbesondere deckentraeger
ATE38069T1 (de) * 1984-01-13 1988-11-15 Pawe Ag Kragplattenanschlusselement.
DE3519967A1 (de) * 1985-06-04 1986-12-04 Veit Dennert KG Baustoffbetriebe, 8602 Schlüsselfeld Betonfertigplatte mit geschossabdeckteil und balkonkragteil
CH676615A5 (fr) * 1988-04-22 1991-02-15 Bau Box Ewiag
CH678204A5 (fr) * 1989-03-20 1991-08-15 Egco Ag
DE8905521U1 (fr) * 1989-05-02 1989-06-29 Hoff, Walter, 4000 Duesseldorf, De
AT395622B (de) * 1989-06-05 1993-02-25 Josef Fuhs Bewehrung fuer den anschluss einer balkonplatte
DE4033505A1 (de) * 1990-10-20 1992-04-23 Schoeck Bauteile Gmbh Bauelement zur waermedaemmung bei gebaeuden
DE4112494A1 (de) * 1991-04-17 1992-10-22 Bauunternehmung Und Betonwerke Hohldeckenplatte aus beton
DE4302682A1 (de) * 1993-02-01 1994-08-04 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3005571B1 (de) * 1980-02-14 1981-06-04 Eberhard 7570 Baden-Baden Schöck Bauelement zur Waermedaemmung bei Gebaeuden
DE3309254A1 (de) * 1983-03-15 1984-10-04 Manfred Dierichs Druckelement in einem waermedaemmenden bauteil fuer vorkragende gebaeudeteile
DE3413305A1 (de) * 1983-04-11 1984-10-11 Société Anonyme S.E.L.A.M., Port sur Saône Fertigteil fuer eine wand oder decke
WO1991002856A1 (fr) * 1989-08-25 1991-03-07 Massachusetts Institute Of Technology Isolations thermiques utilisant des panneaux a vide

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19731093A1 (de) * 1997-07-19 1999-01-21 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung
DE19731093B4 (de) * 1997-07-19 2004-07-15 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
EP1148179A1 (fr) 2000-04-17 2001-10-24 MEA MEISINGER Stahl und Kunststoff GmbH Elément structurel de raccord thermo-isolant et ignifuge pour raccorder un élément porteur à un élément porté et méthode de connexion
FR2887905A1 (fr) * 2005-06-30 2007-01-05 Lafarge Sa Rupteur thermique
WO2007003739A1 (fr) * 2005-06-30 2007-01-11 Lafarge Rupteur thermique
US8151531B2 (en) 2005-06-30 2012-04-10 Lafarge Thermal barrier
EP2369073A3 (fr) * 2010-03-23 2014-07-16 Max Frank GmbH & Co. KG Elément de pose de dalles en console

Also Published As

Publication number Publication date
HU216426B (hu) 1999-06-28
HU9403595D0 (en) 1995-02-28
DK0658660T3 (da) 1999-05-25
EP0658660B1 (fr) 1999-03-24
DE4342673A1 (de) 1995-06-22
US5799457A (en) 1998-09-01
ATE178110T1 (de) 1999-04-15
HUT68432A (en) 1995-06-28
DE59408001D1 (de) 1999-04-29
PL306273A1 (en) 1995-06-26
CZ283486B6 (cs) 1998-04-15
CZ313594A3 (en) 1995-07-12

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