EP2607560A2 - Elément de raccordement de dalle - Google Patents

Elément de raccordement de dalle Download PDF

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Publication number
EP2607560A2
EP2607560A2 EP12197493.5A EP12197493A EP2607560A2 EP 2607560 A2 EP2607560 A2 EP 2607560A2 EP 12197493 A EP12197493 A EP 12197493A EP 2607560 A2 EP2607560 A2 EP 2607560A2
Authority
EP
European Patent Office
Prior art keywords
plate
connecting rods
sheet metal
upstream
insulating 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
EP12197493.5A
Other languages
German (de)
English (en)
Other versions
EP2607560B1 (fr
EP2607560A3 (fr
Inventor
Moritz Michel
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.)
Max Frank GmbH and Co KG
Original Assignee
Max Frank GmbH and Co KG
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 Max Frank GmbH and Co KG filed Critical Max Frank GmbH and Co KG
Publication of EP2607560A2 publication Critical patent/EP2607560A2/fr
Publication of EP2607560A3 publication Critical patent/EP2607560A3/fr
Application granted granted Critical
Publication of EP2607560B1 publication Critical patent/EP2607560B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/003—Balconies; Decks
    • E04B1/0038—Anchoring devices specially adapted therefor with means for preventing cold bridging
    • 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
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4107—Longitudinal elements having an open profile, with the opening parallel to the concrete or masonry surface, i.e. anchoring rails

Definitions

  • the present invention relates to a plate connection element for connecting a building part with a plate upstream of the building part.
  • upstream panels When connecting upstream panels to building parts, for example when connecting a balcony to a ceiling / floor slab, two aspects are in the foreground. Firstly, the various forces that act on the upstream plate, ie tensile, compressive and / or shear forces, safely and completely transferred to the building or the substrate. On the other hand, good thermal insulation must be ensured since the upstream plates are subjected to a high level of thermal stress in practice. The upstream parts can act as cold bridges and cause structural damage.
  • connection elements therefore usually have connecting elements for transmitting power to a building part and a body of insulating material, which causes as much as possible thermal insulation of the upstream plate.
  • the DE 3 005 571 B1 discloses, for example, a cantilevered connection element with an elongated, cuboid insulating body of thermally insulating material.
  • the insulating body is interspersed with elongated, metal reinforcing elements which extend substantially transversely to the insulating body and which are designed to absorb tensile forces.
  • the cantilever connection element has transverse force bars of reinforcing steel and steel construction parts which act as pressure elements.
  • the DE 37 00 295 C2 describes a cantilever panel connection element with an insulation body, at least one tension element and at least one pressure element. Tension element and pressure element pass through the insulating body approximately perpendicular to the main plane and are connected duch at least one transverse element.
  • the cross member may be cross-shaped and derives in this case occurring in both directions transverse forces particularly well.
  • DE 101 30 866 A1 is a device for thermal insulation between a building and a projecting outer part known.
  • the component has an insulating body and tensile, compressive and optionally transverse force elements.
  • the lateral force element of DE 101 30 866 A1 is formed by two intersecting, mirror-image arranged rods.
  • the plate connection element according to the invention for connecting a building part with a plate upstream of the building part has an insulator arranged in the installed state between the building part and the upstream plate, at least two, in the installed state in the Building part or in the upstream plate projecting, intersecting connecting rods, at least one, firmly connected to the connecting rods metal cross member and, in the installed state in the upstream plate or in the building part projecting anchor.
  • the anchor is non-positively connected to the metal crossbeam.
  • the at least two connecting rods pass through the insulating body and intersect in the region of the insulating body, wherein the insulating body is penetrated exclusively by connecting rods.
  • the plate connection element according to the invention is then used when the vertically acting load of the upstream element, so for example a balcony or a canopy, is derived via additional supports or suspensions.
  • the vertical forces are directed, for example, via supports into the ground.
  • canopies often mounted above the canopy fixed to the building suspensions are used.
  • also at an angle of about 45 ° to the building surface in the direction of the upstream element running and supporting the structure supporting structures are used, which introduce vertical loads directly into the building.
  • the plate connection element only needs to introduce the part of the forces which occurs in the plane of the upstream plate into the structure.
  • Such forces are caused for example by wind or by a misalignment of the supports used to derive the vertical forces.
  • the inventively provided, intersecting in the region of the insulating connecting rods provide an excellent solution to this problem. Both vertically and parallel to the building surface in the plane of the plate occurring forces are effectively and completely transferred first to the projecting in the installed state in the upstream plate anchor.
  • the anchor is non-positively connected to the sheet metal crossmember and transfers the said forces to the metal crossbeam.
  • the sheet metal traverse is firmly connected to the connecting rods and transfers the forces to the connecting rods, which ensure the introduction of forces into the structure.
  • the plate connection element according to the invention only needs to initiate the part of the forces in the structure that occurs in the plane of the upstream plate, next to the crossing connecting rods no further, the insulating body passing through elements such as tension rods or pressure elements are provided.
  • One or more pairs of crossing connecting rods thus represent the only elements that pass through the insulating body.
  • the entire construction can also be used rotated by 180 °.
  • forces occurring perpendicularly as well as parallel to the surface of the building in the plane of the plate are transferred first and foremost to the connecting rods protruding into the upstream plate in the installed state.
  • the connecting rods are frictionally connected to the metal crossbeam and transmit the said forces to the metal crossbeam.
  • the sheet metal traverse is firmly connected to the anchor and transmits the forces to the anchor, which ensures the introduction of forces into the structure.
  • the anchor used in the present invention is a common anchor for the construction technique consisting of a rail part, a foot and a shaft.
  • insulating body in the region of the sheet metal traverse on a recess.
  • the area of the metal crossbeam must be accessible, since the connecting rods and the anchor must be connected to the metal cross-member in a force-locking manner.
  • an insulating body is pressed into the recess and the cavity is closed in this way.
  • the building part so for example the ceiling plate, made in-situ concrete and the connecting rods or the anchor are already embedded in this operation. Only after the completion of the structure, for example, all precast balconies are mounted in one operation.
  • the two crossing connecting rods extend substantially in one plane.
  • substantially in one plane is to be understood that the two connecting rods must be slightly offset from each other due to their crossing in the insulating body.
  • the plane in which the two connecting rods extend corresponds to the focal plane of the upstream plate. In this case, a particularly effective transmission of the forces occurring in the plane of the upstream plate on the building part is possible.
  • the two crossing connecting rods extend substantially in a horizontal plane.
  • Balconies are usually attached to the building in a horizontal plane.
  • a particularly effective transmission of the forces occurring in the horizontally oriented plane of the upstream plate is possible by the also extending in this plane connecting rods to the building part.
  • the two intersecting connecting rods extend substantially in a vertical plane.
  • a privacy in the form of a concrete slab is often provided, which in vertical plane is aligned perpendicular to the building surface. The forces occurring in the vertically oriented plane of the upstream plate can be transferred to the structure particularly effectively, since the connecting rods also run in this plane.
  • the connecting rods penetrate the sheet metal cross-piece and are screwed to the sheet metal cross-member.
  • the connecting rods For non-positive connection of the metal sheet with the connecting rods are cut into the corresponding openings of the metal sheet penetrating end portions of the connecting rods thread.
  • On both connecting rods first a nut is screwed on, then the sheet traverse with the help of the corresponding openings plugged onto the two connecting rods and then screwed two more nuts. The sheet traverse is thus quenched between two times two nuts and fixed in this way safely and permanently.
  • the openings are preferably formed as slots. This embodiment is associated with the particular advantage that tolerances in the insulation thickness can be compensated in a simple manner.
  • the anchor penetrates the sheet metal cross member.
  • Both the frictional connection of armature and metal traverse as well as the transmission of the forces occurring in the plane of the upstream plate can be done very effectively in this way.
  • the sheet metal traverse in its central region on a corresponding opening, which is preferably formed as a slot.
  • the non-positive connection of the sheet metal cross-piece with the anchor is effected by a toothing.
  • a toothing is a serrated, positive connection through which a full power transmission is possible.
  • the sheet metal traverse has a centrally arranged toothing area.
  • the toothing area forms an element of the toothing of the armature and the metal crossbeam.
  • the opening is formed as a slot.
  • a toothing having a washer is additionally provided, which engages positively in the installed state in the toothed area of the sheet metal crossmember.
  • the anchor is guided through the opening in the washer.
  • the toothing of the washer is brought into engagement with the toothing of the sheet metal traverse.
  • connection bars, sheet traverse and anchors provided in the plate connection element according to the invention are preferably all made of metal, in particular Construction and reinforcing steel, but also made of stainless steel.
  • the connecting rods embedded in the concrete components are protected from corrosion by the concrete. However, at least the portions of the rods passing through the region of the insulating body must be protected against corrosion.
  • these sections are made of stainless steel or by the from the EP 0 895 558 B1 known system protected against corrosion.
  • EP 0 895 558 B1 is a corroding existing existing reinforcing rod without contact surrounded with a non-corrosive sleeve and filled the space between the sleeve and steel rod with a pourable, hardening mass.
  • the present invention also includes an arrangement for connecting a building part with a plate upstream of the building part.
  • the arrangement comprises at least one of the plate connection elements described above and a vertically acting load of the upstream plate dissipating vertical force element.
  • the arrangement is used when the vertically acting load of the upstream element, such as a balcony or a canopy, is derived via additional supports or suspensions.
  • the vertical forces are directed, for example, via supports into the ground.
  • canopies often mounted above the canopy fixed to the building suspensions are used.
  • at an angle of about 45 ° to the building surface in the direction of the upstream element running and supporting the structure supporting structures are used, which introduce vertical loads directly into the building.
  • the arrangement comprises at least one vertically acting load of the upstream plate in the ground dissipating support as a vertical force element.
  • the arrangement preferably comprises at least one vertically acting load of the upstream plate in the structure dissipative suspension or support as a vertical force element.
  • the present invention also includes an arrangement for connecting a building part with a plate upstream of the building part.
  • the arrangement comprises a mounted in the installed state between the building part and the upstream plate insulating body, at least two, in the installed state in the building part or in the upstream plate projecting, the insulating body passing through and crossing in the region of the insulating connecting rods, at least one, firmly with the connecting rods connected metal traverse, one, in the installed state in the upstream plate or in the building part projecting anchor, wherein the anchor is non-positively connected to the sheet metal crossmember, and a vertically acting load of the upstream plate dissipative vertical force element.
  • the vertically acting load of the upstream element is derived via a vertical force element.
  • the vertical forces are directed, for example, via supports into the ground.
  • canopies often mounted above the canopy fixed to the building suspensions are used.
  • at an angle of about 45 ° to the building surface in the direction of the upstream element running and supporting the structure supporting structures are used, which introduce vertical loads directly into the building.
  • the connecting rods only need to introduce the part of the forces which occurs in the plane of the upstream plate into the structure. Such forces are caused for example by wind action or by a misalignment of the vertical force element used to derive the vertical forces.
  • the inventively provided, intersecting in the region of the insulator connecting rods represent an excellent solution to this problem. Both perpendicular as well as parallel to the building surface forces occurring in the plane of the plate are effectively and completely transferred first to the anchor projecting into the upstream plate when installed.
  • the anchor is non-positively connected to the sheet metal crossmember and transfers the said forces to the metal crossbeam.
  • the sheet metal traverse is firmly connected to the connecting rods and transfers the forces to the connecting rods, which ensure the introduction of forces into the structure.
  • the connecting rods only need to initiate the part of the forces in the structure that occurs in the plane of the upstream plate, in addition to the crossing connecting rods no further, the insulating body passing through elements such as tension rods or pressure elements are preferably provided.
  • One or more pairs of crossing connecting rods thus preferably represent the only elements that pass through the insulating body.
  • the entire arrangement can be used to connect a horizontally oriented upstream plate as well as to connect a vertically oriented upstream plate with a building part.
  • forces occurring perpendicularly as well as parallel to the surface of the building in the plane of the plate are effectively and completely transferred first to the connecting rods protruding into the upstream plate in the installed state.
  • the connecting rods are frictionally connected to the metal crossbeam and transmit the said forces to the metal crossbeam.
  • the sheet metal traverse is firmly connected to the anchor and transmits the forces to the anchor, which ensures the introduction of forces into the structure.
  • the vertical force element is at least one support diverting the vertically acting load of the upstream plate into the ground or at least one the vertically acting load of the upstream plate in the structure dissipating suspension or support.
  • FIG. 1 shows a horizontal section through a plate connection element 1 according to the invention for connecting a building part with a plate upstream of the building part plate in a schematic representation.
  • the plate connection element 1 has an insulating body 2 arranged in the installed state between the building part and the upstream plate. Of the Insulating body 2 is penetrated by two connecting rods 3, 4, which intersect in the region of the insulating body 2. The two connecting rods 3, 4 serve to receive acting in the plane of the upstream plate forces.
  • the armature 6 is non-positively connected to the sheet metal cross member 5 and transmits the said forces to the sheet metal crossmember.
  • the sheet metal cross member 5 is firmly connected to the connecting rods 3, 4 and transmits the forces on the connecting rods.
  • FIG. 2 shows a vertical section (sectional plane AA) through the plate connection element of FIG. 1 in a schematic representation.
  • the arranged in the installed state between the building part and the upstream plate insulating body 2 has in the region of the metal sheet 5 a recess.
  • the area of the sheet metal cross-member 5 must be accessible, since the connecting rods 3, 4 and the armature 6 must be frictionally connected to the sheet metal cross-member 5.
  • an insulating body is pressed into the recess and the cavity is closed in this way. Necessary is this approach, since usually the building part, so for example the ceiling plate, made in-situ concrete and the connecting rods or the anchor are already embedded in this operation. Only after the completion of the structure, for example, all precast balconies are mounted in one operation.
  • FIG. 3a shows a horizontal section through the sheet metal cross member 5 in a schematic representation. Clearly visible is the centrally provided toothing area 8, which is oriented in the installed state towards the building.
  • Fig. 3b which shows the sheet metal crosshead 5 in frontal view in a schematic representation, the toothing region 8 is shown hatched.
  • the metal traverse 5 has three openings 10, 11, 12. Like from the FIG. 1 can be seen, the opening 12 is provided to allow penetration of the metal sheet 5 through the connecting rod 3.
  • the opening 10 allows a penetration of the sheet metal cross member 5 through the connecting rod 4. Die both apertures 10, 12 are vertically offset slightly from each other in order to record the two connecting rods stress-free.
  • the opening provided in the toothing region 8 of the metal sheet 5 opening 11 serves the frictional connection of the armature 6 and the sheet metal cross-fifth
  • a toothed washer 9 can be seen.
  • the armature 6 is guided through the opening of the washer 9.
  • the toothing of the washer 9 is brought into engagement with the toothing of the metal cross-member 5 and in this way ensures a frictional connection of the metal cross-member 5 and the armature 6.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Connection Of Plates (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Building Environments (AREA)
EP12197493.5A 2011-12-23 2012-12-17 Élément de raccordement de dalle Active EP2607560B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102011056967A DE102011056967A1 (de) 2011-12-23 2011-12-23 Plattenanschlusselement

Publications (3)

Publication Number Publication Date
EP2607560A2 true EP2607560A2 (fr) 2013-06-26
EP2607560A3 EP2607560A3 (fr) 2014-06-25
EP2607560B1 EP2607560B1 (fr) 2016-03-16

Family

ID=47500973

Family Applications (1)

Application Number Title Priority Date Filing Date
EP12197493.5A Active EP2607560B1 (fr) 2011-12-23 2012-12-17 Élément de raccordement de dalle

Country Status (2)

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EP (1) EP2607560B1 (fr)
DE (1) DE102011056967A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102014113662A1 (de) * 2014-09-22 2016-03-24 Max Frank Gmbh & Co. Kg Anschlusselement

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102019118363B4 (de) * 2019-07-08 2021-07-15 Max Frank Gmbh & Co. Kg Anordnung zum Verbinden eines Bauwerkteils mit einem dem Bauwerkteil vorgelagerten Stahl-Außenteil

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
DE3700295C2 (de) 1987-01-07 1993-11-11 Schoeck Bauteile Gmbh Bauelement zur Isolierung bei Gebäuden
EP0895558B1 (fr) 1996-04-22 2000-07-05 Pecon AG Barre d'armature
DE10130866A1 (de) 2001-06-22 2003-01-02 Schoeck Entwicklungsgmbh Bauelement zur Wärmedämmung

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE7006151U (de) * 1970-02-20 1970-07-09 Schuckmann Kg Werner A Verankerung zur freihaengenden befestigung vorgefertigter wand- oder fassadenplatten.
DE19718230B4 (de) * 1996-07-17 2005-07-21 Halfen Gmbh & Co. Kommanditgesellschaft Befestigungselement zur Sicherung einer Kopfschraube in einer Ankerschiene
DE19908388B4 (de) * 1999-02-26 2008-10-30 Schöck 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
DE3700295C2 (de) 1987-01-07 1993-11-11 Schoeck Bauteile Gmbh Bauelement zur Isolierung bei Gebäuden
EP0895558B1 (fr) 1996-04-22 2000-07-05 Pecon AG Barre d'armature
DE10130866A1 (de) 2001-06-22 2003-01-02 Schoeck Entwicklungsgmbh Bauelement zur Wärmedämmung

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102014113662A1 (de) * 2014-09-22 2016-03-24 Max Frank Gmbh & Co. Kg Anschlusselement

Also Published As

Publication number Publication date
EP2607560B1 (fr) 2016-03-16
EP2607560A3 (fr) 2014-06-25
DE102011056967A1 (de) 2013-06-27

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