EP0499590A1 - Elément connecteur isolant pour planchers de balcon et l'usage de cet élément - Google Patents

Elément connecteur isolant pour planchers de balcon et l'usage de cet élément Download PDF

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Publication number
EP0499590A1
EP0499590A1 EP92810105A EP92810105A EP0499590A1 EP 0499590 A1 EP0499590 A1 EP 0499590A1 EP 92810105 A EP92810105 A EP 92810105A EP 92810105 A EP92810105 A EP 92810105A EP 0499590 A1 EP0499590 A1 EP 0499590A1
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EP
European Patent Office
Prior art keywords
connecting element
reinforcing bars
cantilever plate
bars
element according
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
EP92810105A
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German (de)
English (en)
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EP0499590B1 (fr
Inventor
Reto Bonomo
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Individual
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Individual
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Publication date
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Publication of EP0499590A1 publication Critical patent/EP0499590A1/fr
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Publication of EP0499590B1 publication Critical patent/EP0499590B1/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 projecting wall parts can act as cold bridges, which on the one hand cause heat losses and on the other hand can cause structural damage.
  • connection element which has a steel girder having an upper chord and a lower chord for a concrete cantilever slab. Depending on the length of the concrete cantilever, two or more such connection elements are attached to the building wall. To simplify the precise installation, each connection element has a mounting collar that has through holes for the top and bottom chords. Laterally protruding stabilizing extensions of the sleeve form a guide for an insulating body which can be inserted from above. A plate-shaped insulating body can thus be inserted from above between two connection elements. After concreting the building floor and the cantilever plate, this forms thermal insulation between these parts of the building.
  • connection elements described are relatively simple in construction because they essentially consist of two straight reinforcing bars and a wave-like curved bar which is welded to the two reinforcing bars forming the upper and lower chord.
  • connection elements have to be arranged at exact distances from one another on the building. If this is not the case, the insulating plates cannot be inserted without adjustment work. If the distances are too large, gaps arise that act as cold bridges.
  • EP-B-0 119 165 describes a cantilever plate connection element with a cuboid-shaped insulation body and reinforcing bars passing through it. These reinforcing bars are designed as closed loops running in a vertical plane. These closed loops are connected to one another with cross bars running parallel to the insulation body. Furthermore, the upper and lower parts are each Loop connected to each other with a strap. In the cited patent specification it is stated that the design of the reinforcing bars in the form of vertically running loops makes it possible to absorb both the tensile forces and the compressive forces through the same organ. The entire element is also easier to handle because the loops are connected to one another by cross bars.
  • the brackets would be placed in the form of a loop on both sides of the insulation body around the loop-shaped reinforcing bar and were used to transmit the shear force.
  • This cantilever plate connection element requires complicated bending work, which must be carried out precisely so that the loop can be closed after the bending by welding the rod ends together.
  • a further disadvantage is that the reinforcing irons are weakened when the cross bars are welded on and that the corrosion protection coating in the region of the insulation body can be damaged by welding spatter. If, as proposed in the patent specification, stainless steel is used as reinforcing steel, there is a risk of stress corrosion cracking. After all, the brackets just pushed on are not suitable for transferring the shear force.
  • EP-B-0 150 664 states that there are no shear bars running diagonally to the cross-section of the insulation layer, thereby restricting the possible uses of the cantilever plate connection element described.
  • EP-B-0 150 664 therefore provides a cantilever plate connection element in which all reinforcing irons pass through an insulation layer and also have reinforcing irons which run approximately diagonally to the cross section of the insulation layer, all iron parts being made of stainless steel.
  • the reinforcement bars for tension absorption and the reinforcement bars for pressure absorption form closed loops or are bent at their ends in a U-shape. Thrust transmission bars and reinforcing bars follow one another alternately, and on both sides of the insulation layer the reinforcing bars and the ends of the shear transfer bars are connected to one another by cross bars. This connection is made at the ends of the reinforcing bars.
  • the disadvantage of this cantilever panel connection element is that necessary shaping of the reinforcement bars and thrust transfer bars. There is also the risk that this cantilever panel connection element will be arranged incorrectly on the building and then will not have the necessary static properties.
  • EP-B-0 034 332 discloses a heat-insulating component in the case of projecting wall parts. It has an elongated insulating body made of thermally insulating material, elongated metal reinforcement elements being provided which extend transversely to the insulating body and project laterally on both sides.
  • the insulating body is designed together with the reinforcement elements as a single prefabricated part and is provided with at least one pressure element which is integrated in the insulating body as a connecting core element and has dimensions corresponding to the cross section of the insulating body.
  • This component is relatively simple in construction, but it has the disadvantage, among other things, that full reinforcement of the reinforcing bars is not guaranteed.
  • the pressure transmission elements form undesirable thermal bridges.
  • the reinforcing irons also require bending work.
  • CH-A-666 505 describes a heat-insulating cantilever plate connection element in which the reinforcing bars can be used at the point of use.
  • passages in the form of pipe pieces are used in an insulation body. Each three pieces of pipe are welded into a Z-shaped structure.
  • the relatively weak and corrosion-prone welds and the lack of crossbars prove to be disadvantageous.
  • a cantilever plate connecting element according to claim 1.
  • a cantilever plate connecting element of the type described in EP-B-0 034 332 at least one crossbar is arranged on each side of the insulation body, one crossbar being in the upper layer of the reinforcing bars and the other crossbar being in the lower layer of the reinforcing bars, and these cross bars arranged on different sides of the insulation body are connected to one another by at least one connecting element through the insulation body.
  • This cantilever panel connector is easy to manufacture. No bending operations are required on the reinforcement material.
  • the crossbar which is well anchored in the concrete of the cantilever slab, transfers the shear forces via the connecting elements to the crossbar, which is well anchored in the building.
  • Tension, compression and bending are transmitted regardless of the thrust.
  • This enables a full utilization of the carrying reserves of the reinforcing bars or a minimization of the cross sections of the reinforcing bars.
  • the shear forces are transmitted through the connecting elements, while tension, pressure and bending are generally transmitted through the reinforcing bars. Thanks to the thrust transmission through the connecting elements, practically no shear deformation occurs.
  • the thickness of the insulation body can be dimensioned large practically without reducing the load resistance.
  • the storage and transport of cantilever plate connection elements can be made easier if the reinforcing bars are only used at the point of use.
  • the invention therefore also includes a cantilever plate connecting element with the features of claim 2.
  • a cantilever plate connecting element according to CH-A-666 505 where passages for receiving reinforcing bars are provided, is on each side arranged at least one crossbar, the one crossbar being in the upper position of the reinforcing bars and the other crossbar being in the lower position of the reinforcing bars and these crossbars arranged on different sides of the insulating body being connected to one another by at least one connecting element through the insulating body.
  • the invention therefore also includes a cantilever plate connecting element with the features of patent claim 3.
  • a cantilever plate connecting element according to EP 0 310 010, where the lower reinforcing iron is replaced by a pressure transmission element, a lower layer of spaced-apart pressure transmission elements is arranged in the insulating body and on A cross bar is arranged on each side of the insulation body, one cross bar being in the upper layer of reinforcing bars and the other cross bar being in the lower layer of pressure transmission elements, and the cross bars being connected to one another by at least one connecting element.
  • the storage and transportation of such cantilever panel connection elements can also be facilitated if the reinforcing bars are only used at the point of use.
  • the invention therefore also includes a cantilever plate connecting element with the features according to patent claim 4.
  • the connecting element is expediently a vertically arranged plate.
  • This plate can be made of normal structural steel, for example by punching, and is therefore also inexpensive to manufacture.
  • the connection element can be fastened to the plate in various ways.
  • the plate expediently has through openings for the cross bars. In this case, it is sufficient to push the crossbars through the through openings in order to create the desired connection between the plates and crossbars. Since therefore no welded connections are necessary, there is also no risk of weld spatter damaging the corrosion protection layer of the reinforcing bars and the plates.
  • the plate can be less wide in the middle than in the area of the cross bars. This not only saves material and weight, it also reduces the cross-section, which is a thermal bridge.
  • the plate transmits a lower bending moment than conventional designs. This results in a more favorable stress on the concrete than is the case when using previously known cantilever plate connecting elements.
  • a crossbar is preferably provided on each side of the upper and lower layers of reinforcing bars. The crossbar ensures that the load is transferred to the concrete. It is advantageous if the connecting element connects all four cross bars to one another. This enables a symmetrical configuration of the cantilever plate connection element, so that the risk of an incorrect arrangement on the building is avoided.
  • the respective connecting element is expediently arranged approximately in the middle between two reinforcing bars. This enables the cantilever plate connection element to be constructed appropriately. However, it is also possible to arrange the plates adjacent to the reinforcing bars.
  • the cross bars are advantageously arranged at a distance from the insulation body. After installing the cantilever panel connection element in the building, the cross bars are therefore surrounded by concrete. In order to ensure a sufficient distance safely, spacers are advantageously arranged between the cross bars and the insulation body.
  • the crossbar is expediently arranged above the reinforcing bars in the lower layer of reinforcing bars and below the reinforcing bars in the upper layer. This ensures that a force transmission between these reinforcement elements takes place even without a welded connection between the crossbar and the reinforcing iron.
  • the cross bars are advantageously connected to the reinforcing bars at the crossing points. However, no weld connection is necessary for this.
  • cross bars are connected to the reinforcing bars by means of connectors.
  • the combination of connecting elements, eg plates, with cross bars and connectors also serves as a spacer between the lower and upper layers of reinforcing bars.
  • the reinforcing bars are advantageously connected to one another at their ends by an end plate. This enables good anchoring in the concrete.
  • the reinforcing bars are expediently screwed to the end plate with nuts. This enables the cantilever panel connection elements to be manufactured easily. Time-consuming checks of welded joints are no longer necessary.
  • the end plate is advantageously rake-shaped. Thanks to this design, the laying of the lower reinforcement is made considerably easier because the cross bar that is known to be disruptive in known cantilever plate connecting elements is missing in the end area.
  • the reinforcements can be placed directly on the end plate. Spacers can be arranged on the lower reinforcing bars near their ends. This ensures that the reinforcement is sufficiently deep in the concrete.
  • the reinforcing bars are advantageously coated, e.g. Hot-dip galvanizing and / or plastic coating, provided as corrosion protection. It is also possible to provide a shrink tube which covers the reinforcing iron in the area of the insulation body and the transition zones on both sides of the insulation body. This serves as corrosion protection or contributes to corrosion protection by protecting the corrosion protection coating against mechanical influences.
  • the connecting elements are also advantageous with a coating, e.g. Hot-dip galvanizing and / or plastic coating, provided as corrosion protection.
  • the invention also relates to the use of cantilever panel connection elements in a building. It is possible to have several To arrange cantilever panel connection elements adjacent to each other. However, it is also possible to arrange a plurality of cantilever plate connecting elements at a distance from one another, in which case the space between two cantilever plate connecting elements is filled by an insulating block. In this way, it is not necessary to produce various cantilever plate connection elements in accordance with the stresses that occur. Rather, the element arrangement is then selected in accordance with the stress that occurs. In other words, the gap can be chosen to be relatively large for small loads. However, if the stress is particularly high, there is no space in between.
  • the insulation block and the insulation body are advantageously connected to one another by H-shaped connecting elements. These connecting elements can, of course, also be used to connect the insulation bodies if the cantilever plate connecting elements are lined up without a space between them. These H-shaped connecting elements provide good thermal insulation for the joints and prevent concrete from penetrating into the joints.
  • the heat-insulating cantilever plate connection element 10 shown in FIGS. 1 to 4 has an insulation body 11, a lower layer of straight reinforcing bars 13 and an upper layer of straight reinforcing bars 15.
  • Each reinforcing bar 13 and one reinforcing bar 15 are arranged one above the other and form a pair . Pairs of reinforcing bars 13, 15 are arranged at a lateral distance from one another.
  • the reinforcing irons 13, 15 penetrate the insulation body 11. They are provided in the region of the insulation body 11 and in each case a transition zone on both sides of this region with a coating 17 which serves as protection against corrosion (FIG. 4).
  • a shrink tube 18 may also be provided.
  • the coating has beads 19 on both sides, which prevent water from penetrating.
  • the reinforcing bars 13, 15 are connected at their ends to an end plate 21. This end plate 21 is rake-shaped.
  • the connection can be made in different ways, for example by riveting or with a screw connection. In the embodiment shown, the connection is made by nuts 23. All reinforcing bars 13, 15 and the cross bars 25, 27 are made of reinforcing steel and have a diameter of 16 mm, for example.
  • cross bars 25, 27 are arranged, which are connected to one another by connecting elements 29 through the insulation body 11 (FIGS. 1 and 2).
  • two cross bars 25, 27 it would also be possible to arrange only one cross bar on each side, namely on one side of the insulation body 11 a cross bar 27 in the upper position of the reinforcing bars 13 and on the other side of the insulation body 11 a cross bar 25 the lower position of the reinforcing bars 13. This would be sufficient to transmit thrust from the cross bar 27 from one side to the cross bar 25 on the other side of the insulating body 11.
  • the symmetrical design of the cantilever plate connection element shown in FIGS. 1 and 2 has the advantage, however, that the element can also be rotated by 180 ° in the horizontal plane without changing the statics.
  • the connecting elements 29 can have various shapes which are suitable for transmitting thrust forces.
  • the design as vertically designed plates 29 with through openings 31, into which the cross bars 25, 27 can be inserted has proven to be particularly simple (FIG. 2).
  • the plate 29 In the middle, the plate 29 is less wide than in the area of the cross bars. This reduces the cross-section and thus also the heat flow.
  • the plates 29 are arranged approximately in the middle between two reinforcing bars 15. However, they can also be arranged, for example, adjacent to the reinforcing bars 15.
  • Spacers 33 ensure the distance between the cross bars 25, 27 and the insulation body 11.
  • the cross bar 25 is arranged above the reinforcing bars 13.
  • the cross bar 27 is arranged under the reinforcing bars.
  • the cross bars 25, 27 are connected to the reinforcing bars 13, 15 at the crossing points by suitable connectors 28.
  • Spacers 35 on the outer reinforcing bars 13 facilitate the arrangement of the cantilever plate connection elements on the construction site and ensure the necessary distance of the reinforcing bars 13 from the formwork panels.
  • the plates 29 are made of normal structural steel and advantageously have a coating which offers corrosion protection. Hot-dip galvanizing before coating is also advantageous.
  • the cantilever plate connection element described offers considerable advantages. Since no stainless material has to be used, the problems of stress corrosion cracking feared with stainless steel are also avoided. Because no welding points are necessary, there is no weakening of the reinforcement material, and injuries to the corrosion protection coating caused by welding spatter are excluded. No welding points have to be checked, so that quality control is also unproblematic. Thanks to the possible minimization of the reinforcing iron cross-sections and the cross-sections of the plates, the heat transfer can be kept small.
  • FIG. 5 shows an advantageous use of cantilever plate connecting elements 10 in a building.
  • the cantilever plate connection elements are arranged without a gap or with a more or less large space between the cantilever plate connection elements 10. This makes it possible to meet the various stresses with a single design of the cantilever plate element. This in turn simplifies storage. No unnecessarily large thermal bridges are created.
  • the space between two cantilever plate connection elements 10 is filled by an insulating block 36.
  • This insulating block 36 and the insulating body 11 advantageously have the same shape.
  • the connection between the insulating block 36 and the insulating bodies 11 is expediently made by means of H-shaped connecting elements 37.
  • the heat-insulating cantilever plate connecting element 10 shown in FIG. 6 has an insulating body 11 which has a lower and an upper layer of passages 12 in the form of tubular pieces. Reinforcing irons 13, 15 (FIG. 1) can be inserted into these passages at the construction site. These reinforcing irons expediently have corrosion protection, as was described above with reference to FIG. 4. On each side of the insulating body 11 and at a distance therefrom, two cross bars 25, 27 are arranged, which are connected to one another by connecting elements through the insulating body 11. The same construction is therefore used, which has already been described with reference to FIG. 2, so that reference can be made to the description there.
  • the cantilever plate connection element shown in Figures 7 to 9 is basically the same as that of Figures 1 to 4, but instead of the lower layer of reinforcing bars has a layer of spaced-apart pressure transmission elements 13 '. These consist of a plastic, for example, which is advantageously reinforced with glass fibers.
  • FIG 10 represents a combination of the embodiments of Figures 6 and 7, so has a layer of passages 12 at the top and a layer of pressure transmission elements 13 'below.
  • FIG. 11 as in FIG. 2, the connection of the cross bars 25, 27 to the plates 29 can be seen, it being shown how, when using the cantilever plate connecting element, the conditions in the force introduction area of the cross bars 25, 27 into the concrete by means of additional U-shaped reinforcing bars 14 can be improved, ie the possible shear force to be transmitted is greatly increased.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Electric Clocks (AREA)
  • Gas-Filled Discharge Tubes (AREA)
  • Thermal Insulation (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Road Paving Structures (AREA)
EP92810105A 1991-02-15 1992-02-14 Elément connecteur isolant pour planchers de balcon et l'usage de cet élément Expired - Lifetime EP0499590B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH47291 1991-02-15
CH472/91 1991-02-15

Publications (2)

Publication Number Publication Date
EP0499590A1 true EP0499590A1 (fr) 1992-08-19
EP0499590B1 EP0499590B1 (fr) 1997-04-16

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EP92810105A Expired - Lifetime EP0499590B1 (fr) 1991-02-15 1992-02-14 Elément connecteur isolant pour planchers de balcon et l'usage de cet élément

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EP (1) EP0499590B1 (fr)
AT (1) ATE151836T1 (fr)
DE (1) DE59208345D1 (fr)

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9318354U1 (de) * 1993-11-18 1994-03-24 Max Frank Gmbh & Co Kg, 94339 Leiblfing Balkonanschluß
DE4436808A1 (de) * 1994-10-14 1996-05-02 Schaedler Felix Dipl Ing Verbindungselement
DE19543768A1 (de) * 1995-11-20 1997-05-22 Frank Gmbh & Co Kg Max Balkonanschluß
EP0810334A1 (fr) * 1996-05-30 1997-12-03 SCHÖCK BAUTEILE GmbH Elément de construction pour isolation thermique
EP0822299A1 (fr) * 1996-07-30 1998-02-04 Basys AG Elément de liaison
EP1088943A2 (fr) * 1999-09-30 2001-04-04 MEA MEISINGER Stahl und Kunststoff GmbH Support de montage avec accessoire de montage
DE19718021B4 (de) * 1997-04-29 2006-09-14 Halfen Gmbh & Co. Kommanditgesellschaft Thermisch isolierendes Bauelement
EP2080841A2 (fr) 2008-01-18 2009-07-22 Sybaco AG Elément de pose de dalles en console
CH701351A1 (de) * 2009-06-24 2010-12-31 Stefan Schweizer Kragplattenanschlusselement.
DE102010016096B3 (de) * 2010-03-23 2011-06-16 Max Frank Gmbh & Co. Kg Kragplattenanschlusselement
EP2447430A3 (fr) * 2010-10-27 2013-08-14 KKI Enterprises GmbH Composant préfabriqué pour une plaque de balcon en porte-à-faux
WO2017005896A1 (fr) 2015-07-08 2017-01-12 Art Metal Charpente Dispositif de chaînage, ainsi qu'ensemble de chaînage comprenant deux tels dispositifs
EP3385462B1 (fr) * 2017-04-05 2020-03-04 HALFEN GmbH Composant à isolation thermique
CN112411772A (zh) * 2020-10-24 2021-02-26 北京中易房建筑工程有限公司 一种地下室外墙后浇带的结构及施工方法
EP4123097A1 (fr) * 2021-07-21 2023-01-25 AVI Alpenländische Veredelungs-Industrie Gesellschaft m.b.H. Panier de raccordement

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1627971A1 (fr) 2004-08-18 2006-02-22 Thomas Mösch Procédé pour le positionnement des barres d'acier rondes et une plaque de montage pour la mise en oeuvre du procédé
DE102011054275A1 (de) 2011-10-07 2013-04-11 Max Frank Gmbh & Co Kg Kragplattenanschlusselement

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR614883A (fr) * 1926-04-22 1926-12-24 Entretoises spéciales permettant la jonction mécanique de piliers et de poutres en béton armé
FR1247102A (fr) * 1960-01-28 1960-11-25 Deutsche Bauakademie Assemblage bout à bout de pièces préfabriquées en béton armé
DE2654807A1 (de) * 1976-12-03 1978-06-08 Haeussler Ernst Balkon
EP0034332A2 (fr) * 1980-02-14 1981-08-26 Eberhard Schöck Elément de construction pour l'isolation thermique de bâtiments
EP0119165A2 (fr) * 1983-03-11 1984-09-19 Walter Egger Elément de raccordement pour plaque en porte-à-faux
EP0150664A1 (fr) * 1984-01-13 1985-08-07 Pawe Ag Elément de raccordement pour dalle en porte-à-faux
DE3700295A1 (de) * 1987-01-07 1988-07-21 Schoeck Bauteile Gmbh Bauelement zur isolierung bei gebaeuden
EP0332954A1 (fr) * 1988-03-18 1989-09-20 Proceq S.A. Elément de liaison métallique inoxydable
EP0338972B1 (fr) * 1988-04-22 1991-05-15 Bau-Box Ewiag Elément de raccordement pour panneau en porte-à-faux

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR614883A (fr) * 1926-04-22 1926-12-24 Entretoises spéciales permettant la jonction mécanique de piliers et de poutres en béton armé
FR1247102A (fr) * 1960-01-28 1960-11-25 Deutsche Bauakademie Assemblage bout à bout de pièces préfabriquées en béton armé
DE2654807A1 (de) * 1976-12-03 1978-06-08 Haeussler Ernst Balkon
EP0034332A2 (fr) * 1980-02-14 1981-08-26 Eberhard Schöck Elément de construction pour l'isolation thermique de bâtiments
EP0119165A2 (fr) * 1983-03-11 1984-09-19 Walter Egger Elément de raccordement pour plaque en porte-à-faux
EP0150664A1 (fr) * 1984-01-13 1985-08-07 Pawe Ag Elément de raccordement pour dalle en porte-à-faux
DE3700295A1 (de) * 1987-01-07 1988-07-21 Schoeck Bauteile Gmbh Bauelement zur isolierung bei gebaeuden
EP0332954A1 (fr) * 1988-03-18 1989-09-20 Proceq S.A. Elément de liaison métallique inoxydable
EP0338972B1 (fr) * 1988-04-22 1991-05-15 Bau-Box Ewiag Elément de raccordement pour panneau en porte-à-faux

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
BAUTECHNIK, Band 3, 1984, Seite A14, linke Spalte, Schöck Bauteile GmbH; "Neues Balkondämmelement" *

Cited By (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9318354U1 (de) * 1993-11-18 1994-03-24 Max Frank Gmbh & Co Kg, 94339 Leiblfing Balkonanschluß
DE4436808A1 (de) * 1994-10-14 1996-05-02 Schaedler Felix Dipl Ing Verbindungselement
DE4436808C2 (de) * 1994-10-14 1999-06-17 Schaedler Felix Dipl Ing Verbindungselement
DE19543768A1 (de) * 1995-11-20 1997-05-22 Frank Gmbh & Co Kg Max Balkonanschluß
EP0810334A1 (fr) * 1996-05-30 1997-12-03 SCHÖCK BAUTEILE GmbH Elément de construction pour isolation thermique
EP0822299A1 (fr) * 1996-07-30 1998-02-04 Basys AG Elément de liaison
DE19718021B4 (de) * 1997-04-29 2006-09-14 Halfen Gmbh & Co. Kommanditgesellschaft Thermisch isolierendes Bauelement
EP1088943A2 (fr) * 1999-09-30 2001-04-04 MEA MEISINGER Stahl und Kunststoff GmbH Support de montage avec accessoire de montage
EP1088943A3 (fr) * 1999-09-30 2003-06-18 MEA MEISINGER Stahl und Kunststoff GmbH Support de montage avec accessoire de montage
EP2080841A3 (fr) * 2008-01-18 2012-07-11 Bossard + Staerkle AG Elément de pose de dalles en console
EP2080841A2 (fr) 2008-01-18 2009-07-22 Sybaco AG Elément de pose de dalles en console
CH701351A1 (de) * 2009-06-24 2010-12-31 Stefan Schweizer Kragplattenanschlusselement.
EP2281959A1 (fr) 2009-06-24 2011-02-09 Stefan Schweizer Elément de connexion pour dalle en porte-à-faux
DE102010016096B3 (de) * 2010-03-23 2011-06-16 Max Frank Gmbh & Co. Kg Kragplattenanschlusselement
EP2447430A3 (fr) * 2010-10-27 2013-08-14 KKI Enterprises GmbH Composant préfabriqué pour une plaque de balcon en porte-à-faux
WO2017005896A1 (fr) 2015-07-08 2017-01-12 Art Metal Charpente Dispositif de chaînage, ainsi qu'ensemble de chaînage comprenant deux tels dispositifs
FR3038638A1 (fr) * 2015-07-08 2017-01-13 Art Metal Charpente Dispositif de chainage, ainsi qu'ensemble de chainage comprenant deux tels dispositifs
EP3385462B1 (fr) * 2017-04-05 2020-03-04 HALFEN GmbH Composant à isolation thermique
CN112411772A (zh) * 2020-10-24 2021-02-26 北京中易房建筑工程有限公司 一种地下室外墙后浇带的结构及施工方法
CN112411772B (zh) * 2020-10-24 2022-05-27 北京中易房建筑工程有限公司 一种地下室外墙后浇带的结构及施工方法
EP4123097A1 (fr) * 2021-07-21 2023-01-25 AVI Alpenländische Veredelungs-Industrie Gesellschaft m.b.H. Panier de raccordement

Also Published As

Publication number Publication date
DE59208345D1 (de) 1997-05-22
ATE151836T1 (de) 1997-05-15
EP0499590B1 (fr) 1997-04-16

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