EP0150664B1 - Cantilever plate connecting element - Google Patents

Cantilever plate connecting element Download PDF

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Publication number
EP0150664B1
EP0150664B1 EP84810021A EP84810021A EP0150664B1 EP 0150664 B1 EP0150664 B1 EP 0150664B1 EP 84810021 A EP84810021 A EP 84810021A EP 84810021 A EP84810021 A EP 84810021A EP 0150664 B1 EP0150664 B1 EP 0150664B1
Authority
EP
European Patent Office
Prior art keywords
irons
absorption
insulating layer
reinforcement
connecting element
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.)
Expired
Application number
EP84810021A
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German (de)
French (fr)
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EP0150664A1 (en
Inventor
Manfred Krattiger
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.)
BREFEBA N.V. TE WILLEMSTAD, NEDERLANDSE ANTILLEN.
Original Assignee
PAWE 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
Application filed by PAWE AG filed Critical PAWE AG
Priority to EP84810021A priority Critical patent/EP0150664B1/en
Priority to DE8484810021T priority patent/DE3474702D1/en
Priority to AT84810021T priority patent/ATE38069T1/en
Publication of EP0150664A1 publication Critical patent/EP0150664A1/en
Application granted granted Critical
Publication of EP0150664B1 publication Critical patent/EP0150664B1/en
Expired legal-status Critical Current

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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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/003—Balconies; Decks
    • E04B1/0038—Anchoring devices specially adapted therefor with means for preventing cold bridging
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/12—Mounting of reinforcing inserts; Prestressing
    • E04G21/125—Reinforcement continuity box

Definitions

  • the present invention relates to a cantilever plate connection element, in which all reinforcing irons pass through an insulation layer, with reinforcing irons which serve to absorb tension and with means for absorbing pressure and reinforcing irons for transmission of thrust which run approximately diagonally to the cross section of the insulating layer, all iron parts being made of stainless steel .
  • Such an element is known from DE-B-3 005 571.
  • the most important part of this element is a pressure element that is built into the insulation body, while the reinforcement bars usually protrude straight out of the insulation body on both sides. While this component has advantages over the prior art known at the time, practice has shown that both the pressure element and the construction method have disadvantages, in that the pressure element is complex on the one hand and the insulation capacity of the layer is reduced on the other hand, and the construction method with the straightforward reinforcing bars causes the laying work to be cumbersome since the element is not accessible. In addition, such an element is not easy to transport and cumbersome to pack.
  • a cantilever plate connecting element is known from the older European patent application 0 119 165, in which reinforcing irons are provided, which are designed as closed loops.
  • this document which falls under Article 54 (3), on the one hand does not describe the use of shear bars which run diagonally to the cross section of the insulation layer, which limits the possible uses and, on the other hand, brackets are used to hold the reinforcing bars running below.
  • FIG. 1 shows an outer wall 1, a ceiling 2 and an adjoining balcony slab 3.
  • the ceiling or floor 2 is not cast in one piece with the floor slab 3, but rather connected to one another via a heat insulation layer 4 and reinforcing connecting iron 5 and shear reinforcing iron 6.
  • a suitably dimensioned insulation layer 4 can effectively reduce or prevent heat flow from the inside of the building to the outside.
  • FIG. 2 shows the reinforcing connecting irons 5 passing straight through the insulation layer 4, to which the otherwise usual reinforcing irons or reinforcing mats not shown in FIG. 1 are connected.
  • the reinforcement bars 5 located above serve to absorb the tension and the reinforcement bars 5 located below serve to absorb the pressure.
  • Thrust transmission irons 6 are arranged in each case between these reinforcing connecting irons in such a way that they traverse the insulation layer approximately in their diagonal, the two bending radii 7 being arranged outside the insulation layer.
  • stainless or appropriately treated steel is used, which is corrosion-resistant to any moisture that may penetrate.
  • Attaching an insulation layer not only has the advantage of providing effective thermal insulation or cold protection and thus eliminating the usual cold bridges, but it also has the advantage that the connection reinforcement bars can be combined into prefabricated and transportable units (Fig. 3) , wherein the reinforcing bars 5 and the ends of the thrust transmission bars 6 interconnecting cross bars 8 can serve as a handle.
  • this arrangement considerably simplifies the installation of balcony floors or canopies, since the connecting irons and shear transmission irons combined in units can first be concreted into the ceiling or floor of the building and then the balcony or canopy plate can be cast on. This is possible in particular by installing the shear transmission iron.
  • the irons can be U-shaped or have a closed shape.
  • the surface of the insulation layer 4 with grooves 9 or tenons or ribs 10.
  • the ribs or grooves can be arranged longitudinally and / or transversely.
  • the insulation layer which can consist of foam, for example polyurethane foam, or styrofoam, glass or rock wool, it can be provided with a plastic cover, either wholly or in part. This is particularly important if no walls above are provided. If necessary, there is a at this point further protection of the unit from external influences is necessary.

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

Abstract

1. A cantilever plate connecting element in which all reinforcement irons (5, 6) traverse an insulating layer (4), with reinforcement irons for the tensile absorption (5) and with means for the pressure absorption as well as reinforcement irons for the shear absorption (6) arranged diagonally with respect to the cross section of the insulating layer, all iron pieces being of stainless steel, characterized in that the reinforcement irons for the tensile absorption (5) and the means for the pressure absorption which are at the same time the reinforcement irons traversing the insulating layer, from closed loops or are bent in form of a U at their extremities, in that the irons for the shear absorption (6) and the reinforcement irons (5) follow each other alternatively and in that on both sides of the insulating layer (4), the reinforcement irons (5) and the extremities of the irons for the shear absorption (6) are connected together by transverse rods (8).

Description

Die vorliegende Erfindung bezieht sich auf ein Kragplattenanschlusselement, worin sämtliche Armierungseisen eine Isolationsschicht durchqueren, mit Armierungseisen, die der Zugaufnahme dienen, und mit Mitteln zur Druckaufnahme sowie Armierungseisen zur Schubübertragung, die etwa diagonal zum Querschnitt der Isolationsschicht verlaufen, wobei alle Eisenteile aus rostfreiem Stahl bestehen.The present invention relates to a cantilever plate connection element, in which all reinforcing irons pass through an insulation layer, with reinforcing irons which serve to absorb tension and with means for absorbing pressure and reinforcing irons for transmission of thrust which run approximately diagonally to the cross section of the insulating layer, all iron parts being made of stainless steel .

Ein solches Element ist aus der DE-B-3 005 571 bekannt. Dieses Element enthält als wichtigsten Teil ein Druckelement, das im Isolationskörper eingebaut ist, während die Bewehrungseisen in der Regel beidseitig geradlinig aus dem Isolationskörper herausragen. Während dieses Bauelement gegenüber dem damals bekannten Stand der Technik Vorteile aufweist, ergab die Praxis, dass sowohl das Druckelement als auch die Bauweise Nachteile aufweisen, indem das Druckelement einerseits aufwendig ist und andererseits das Isolationsvermögen der Schicht herabsetzt, und die Bauweise mit den geradlinig herausragenden Bewehrungseisen bewirkt, dass die Verlegearbeiten umständlich sind, da das Element nicht begehbar ist. Zudem ist ein solches Element nicht gut transportierbar und umständlich zum Verpacken.Such an element is known from DE-B-3 005 571. The most important part of this element is a pressure element that is built into the insulation body, while the reinforcement bars usually protrude straight out of the insulation body on both sides. While this component has advantages over the prior art known at the time, practice has shown that both the pressure element and the construction method have disadvantages, in that the pressure element is complex on the one hand and the insulation capacity of the layer is reduced on the other hand, and the construction method with the straightforward reinforcing bars causes the laying work to be cumbersome since the element is not accessible. In addition, such an element is not easy to transport and cumbersome to pack.

Aus der älteren europäischen Patentanmeldung 0 119 165 ist ein Kragplattenanschlusselement bekannt, in dem Armierungseisen vorgesehen sind, die als geschlossene Schlaufen ausgebildet sind. Jedoch beschreibt dieses unter Artikel 54 (3) fallende Dokument einerseits nicht die Verwendung von diagonal zum Querschnitt der lsolationsschicht verlaufende Schubeisen, wodurch die Anwendungsmöglichkeiten beschränkt sind und andererseits werden zum Halten der unten verlaufenden Armierungseisen Bügel verwendet.A cantilever plate connecting element is known from the older European patent application 0 119 165, in which reinforcing irons are provided, which are designed as closed loops. However, this document, which falls under Article 54 (3), on the one hand does not describe the use of shear bars which run diagonally to the cross section of the insulation layer, which limits the possible uses and, on the other hand, brackets are used to hold the reinforcing bars running below.

Es ist gegenüber dem genannten Stand der Technik Aufgabe der vorliegenden Erfindung, ein Kragplattenanschlusselement anzugeben, das ein besseres Isolationsvermögen aufweist und eine wirtschaftlichere Herstellung ermöglicht sowie leichter montierbar und transportierbar ist. Ein solches Element ist im Anspruch 1 definiert. Vorteilhafte Weiterbildungen sind in den abhängigen Ansprüchen angegeben.It is an object of the present invention to provide a cantilever panel connection element which has better insulation properties and enables more economical production and is easier to assemble and transport than the prior art mentioned. Such an element is defined in claim 1. Advantageous further developments are specified in the dependent claims.

Die Erfindung wird im folgenden anhand einer Zeichnung von Ausführungsbeispielen näher erläutert werden.

  • Fig. 1 zeigt im Schnitt eingebaute Armierungseisenanschlüsse,
  • Fig. 2 zeigt eine Ausschnittsvergrösserung aus Fig. 1.
  • Fig. 3 zeigt eine Ansicht von links der Fig. 2 und
  • Fig. 4 zeigt eine Ausführungsvariante von Fig. 2.
The invention will be explained in more detail below with reference to a drawing of exemplary embodiments.
  • 1 shows a section of reinforcing iron connections installed,
  • FIG. 2 shows an enlarged detail from FIG. 1.
  • Fig. 3 shows a view from the left of Fig. 2 and
  • FIG. 4 shows an embodiment variant from FIG. 2.

In Fig. 1 erkennt man eine Aussenmauer 1, eine Decke 2 und eine daran anschliessende Balkonplatte 3. Wie aus den Fig. 1 und insbesondere aus Fig. 2 hervorgeht, ist die Decke oder der Boden 2 nicht einstückig mit der Bodenplatte 3 gegossen, sondern über eine Wärmeisolationsschicht 4 und Armierungsanschlusseisen 5 sowie Schubarmierungseisen 6 miteinander verbunden. Durch eine geeignet dimensionierte Isolationsschicht 4 kann ein Wärmefluss vom Innern des Gebäudes nach aussen wirksam vermindert oder unterbunden werden. In Fig. 2 erkennt man die geradlinig durch die Isolationsschicht 4 hindurchtretenden Armierungsanschlusseisen 5, an die sich die in Fig. 1 nicht eingezeichneten sonst üblichen Armierungseisen oder Armierungsmatten anschliessen. Dabei dienen die oben liegenden Armierungseisen 5 der Zugaufnahme und die unten liegenden Armierungseisen 5 der Druckaufnahme. Zwischen diesen Armierungsanschlusseisen sind jeweils Schubübertragungseisen 6 derart angeordnet, dass sie die Isolationsschicht ungefähr in deren Diagonale durchqueren, wobei die beiden Biegeradien 7 ausserhalb der Isolationsschicht angeordnet sind. Für die Armierungsanschlusseisen und für die Schubübertragungseisen wird rostfreier oder entsprechend behandelter Stahl verwendet, der gegenüber eventuell eindringender Feuchtigkeit korrosionsbeständig ist.1 shows an outer wall 1, a ceiling 2 and an adjoining balcony slab 3. As can be seen from FIG. 1 and in particular from FIG. 2, the ceiling or floor 2 is not cast in one piece with the floor slab 3, but rather connected to one another via a heat insulation layer 4 and reinforcing connecting iron 5 and shear reinforcing iron 6. A suitably dimensioned insulation layer 4 can effectively reduce or prevent heat flow from the inside of the building to the outside. FIG. 2 shows the reinforcing connecting irons 5 passing straight through the insulation layer 4, to which the otherwise usual reinforcing irons or reinforcing mats not shown in FIG. 1 are connected. The reinforcement bars 5 located above serve to absorb the tension and the reinforcement bars 5 located below serve to absorb the pressure. Thrust transmission irons 6 are arranged in each case between these reinforcing connecting irons in such a way that they traverse the insulation layer approximately in their diagonal, the two bending radii 7 being arranged outside the insulation layer. For the reinforcement connecting irons and for the shear transmission iron, stainless or appropriately treated steel is used, which is corrosion-resistant to any moisture that may penetrate.

Das Anbringen einer Isolationsschicht hat nicht nur den Vorteil, eine wirksame Wärmedämmung bzw. Kälteschutz zu bewirken und somit die sonst üblichen Kältebrücken zu beseitigen, sondern hat auch noch den Vorteil, dass die Anschlussarmierungseisen zu vorfabrizierbaren und transportierbaren Einheiten zusammengefasst werden können (Fig. 3), wobei die die Armierungseisen 5 und die Enden der Schubübertragungseisen 6 miteinander verbindenden Querstäbe 8 als Handgriff dienen können. Diese Anordnung bewirkt neben der wirksamen Wärmedämmung eine wesentliche Vereinfachung beim Anbau von Balkonböden oder Vordächern, da zuerst die in Einheiten zusammengefassten Anschlusseisen und Schubübertragungseisen in die Decke oder Boden des Gebäudes einbetoniert werden konnen und anschliessend die Balkon- oder Vordachplatte angegossen werden kann. Dies ist insbesondere durch den Einbau der Schubübertragungseisen möglich.Attaching an insulation layer not only has the advantage of providing effective thermal insulation or cold protection and thus eliminating the usual cold bridges, but it also has the advantage that the connection reinforcement bars can be combined into prefabricated and transportable units (Fig. 3) , wherein the reinforcing bars 5 and the ends of the thrust transmission bars 6 interconnecting cross bars 8 can serve as a handle. In addition to the effective thermal insulation, this arrangement considerably simplifies the installation of balcony floors or canopies, since the connecting irons and shear transmission irons combined in units can first be concreted into the ceiling or floor of the building and then the balcony or canopy plate can be cast on. This is possible in particular by installing the shear transmission iron.

Die Eisen können, wie in Fig. 2 angedeutet, U-förmig sein oder eine geschlossene Form aufweisen. Um eine bessere Haftung zwischen Beton und Isolationsschicht zu erreichen, ist es auch möglich, die Oberfläche der Isolationsschicht 4 mit Nuten 9 oder Zapfen oder Rippen 10 zu versehen. Dabei können die Rippen bzw. Nuten längs und/oder quer angeordnet sein. Ausserdem ist es möglich, zum Schutze der Isolationsschicht, die aus Schaumstoff, beispielsweise Polyurethanschaum, oder Styropor, Glas- oder Steinwolle bestehen kann, diese mit einer Kunststoffhülle, entweder gänzlich oder teilweise, zu versehen. Dies ist insbesondere dann wichtig, falls keine darüberliegenden Wände vorgesehen werden. Gegebenenfalls ist dann an dieser Stelle ein weitergehender Schutz der Einheit von äusseren Einflüssen notwendig.As indicated in FIG. 2, the irons can be U-shaped or have a closed shape. In order to achieve better adhesion between the concrete and the insulation layer, it is also possible to provide the surface of the insulation layer 4 with grooves 9 or tenons or ribs 10. The ribs or grooves can be arranged longitudinally and / or transversely. In addition, to protect the insulation layer, which can consist of foam, for example polyurethane foam, or styrofoam, glass or rock wool, it can be provided with a plastic cover, either wholly or in part. This is particularly important if no walls above are provided. If necessary, there is a at this point further protection of the unit from external influences is necessary.

Claims (5)

1. A cantilever plate connecting element in which all reinforcement irons (5, 6) traverse an insulating layer (4), with reinforcement irons for the tensile absorption (5) and with means for the pressure absorption as well as reinforcement irons for the shear absorption (6) arranged diagonally with respect to the cross section of the insulating layer, all iron pieces being of stainless steel, characterized in that the reinforcement irons for the tensile absorption (5) and the means for the pressure absorption which are at the same time the reinforcement irons traversing the insulating layer, form closed loops or are bent in form of a U at their extremities, in that the irons for the shear absorption (6) and the reinforcement irons (5) follow each other alternatively and in that on both sides of the insulating layer (4), the reinforcement irons (5) and the extremities of the irons for the shear absorption (6) are connected together by transverse rods (8).
2. A cantilever plate connecting element ac- .cording to claim 1, characterized in that the sweeps (7) of the irons for the shear absorption (6) are outside of the insulation layer (4).
3. A cantilever plate connecting element according to claim 1 or 2, characterized in that the insulating layer (4) consists of polyurethane foam, styropore, mineral or glass wool.
4. A cantilever plate connecting element according to one of the claims 1 to 3, characterized in that the insulating layer is partially or entirely surrounded by a cover of synthetic material.
5. A cantilever plate connecting element according to one of the claims 1 to 4, characterized in that the lateral sides of the insulating layer comprise grooves (9) or ribs (10) arranged longitudinally and/or transversally.
EP84810021A 1984-01-13 1984-01-13 Cantilever plate connecting element Expired EP0150664B1 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
EP84810021A EP0150664B1 (en) 1984-01-13 1984-01-13 Cantilever plate connecting element
DE8484810021T DE3474702D1 (en) 1984-01-13 1984-01-13 Cantilever plate connecting element
AT84810021T ATE38069T1 (en) 1984-01-13 1984-01-13 CANTILE PLATE CONNECTION ELEMENT.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP84810021A EP0150664B1 (en) 1984-01-13 1984-01-13 Cantilever plate connecting element

Publications (2)

Publication Number Publication Date
EP0150664A1 EP0150664A1 (en) 1985-08-07
EP0150664B1 true EP0150664B1 (en) 1988-10-19

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP84810021A Expired EP0150664B1 (en) 1984-01-13 1984-01-13 Cantilever plate connecting element

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EP (1) EP0150664B1 (en)
AT (1) ATE38069T1 (en)
DE (1) DE3474702D1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3722584A1 (en) * 1987-07-08 1989-01-19 Schoeck Bauteile Gmbh Heat-insulating structural part

Families Citing this family (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8711086U1 (en) * 1987-08-14 1987-10-01 Döllen, Heinz von, 5840 Schwerte Formwork plank
CH678204A5 (en) * 1989-03-20 1991-08-15 Egco Ag
AT395622B (en) * 1989-06-05 1993-02-25 Josef Fuhs REINFORCEMENT FOR CONNECTING A BALCONY PLATE
ATE151836T1 (en) * 1991-02-15 1997-05-15 Reto Bonomo THERMAL INSULATING CRAFT PLATE CONNECTION ELEMENT AND USE THEREOF
CZ67693A3 (en) * 1992-04-23 1993-11-17 Blasy Rolf Joinable reinforcing element
DE4302683A1 (en) * 1993-02-01 1994-08-04 Schoeck Bauteile Gmbh Component for thermal insulation in buildings
DE4342673A1 (en) * 1993-12-15 1995-06-22 Schoeck Bauteile Gmbh Component for thermal insulation
DE19519630A1 (en) * 1995-05-29 1996-12-05 Sfs Handels Holding Ag Cantilever and / or joint element for reinforced building constructions
EP0828903B1 (en) * 1996-03-26 2001-07-18 Sicon S.R.O. Joint of concrete building elements
DE19804038A1 (en) * 1998-02-03 1999-08-05 Schoeck Bauteile Gmbh Component for thermal insulation
FR2827620B1 (en) * 2001-07-23 2004-07-02 Knauf Snc CONNECTION DEVICE PROVIDING, THERMALLY ISOLATED, THE CONNECTION BETWEEN AT LEAST TWO WALLS OF A CONSTRUCTION, AND METHOD FOR PRODUCING SUCH A DEVICE
FR2838759B1 (en) * 2002-04-19 2005-05-06 Bouygues Batiment ASSEMBLY OF A WALL AND A FLOOR SLAB AND APPLICATION TO THE CONSTRUCTION OF AN IMPROVED THERMAL INSULATION BUILDING
ES2229885B1 (en) * 2003-03-20 2005-12-16 Antonio Maria Estudio Urgari,S.L. SYSTEM OF CONSTRUCTION OF BALCONS OR TERRACES AND BALCONY OR TERRACE BUILT WITH THIS SYSTEM.
CN110206134A (en) * 2019-05-08 2019-09-06 广东博意建筑设计院有限公司 It is a kind of for assembled sandwich type wall panel building without heat bridge prefabricated balcony

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3005571C2 (en) * 1980-02-14 1982-02-18 Schöck, Eberhard, 7570 Baden-Baden Component for thermal insulation in buildings
DE3116381C2 (en) * 1981-04-24 1983-04-28 Eberhard Ing. Schöck (grad.), 7570 Baden-Baden Pressure element in a heat-insulating prefabricated component for projecting parts of the building

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3722584A1 (en) * 1987-07-08 1989-01-19 Schoeck Bauteile Gmbh Heat-insulating structural part

Also Published As

Publication number Publication date
ATE38069T1 (en) 1988-11-15
EP0150664A1 (en) 1985-08-07
DE3474702D1 (en) 1988-11-24

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