EP0318010A1 - Elément de liaison pour plaque en béton en porte-à-faux - Google Patents

Elément de liaison pour plaque en béton en porte-à-faux Download PDF

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Publication number
EP0318010A1
EP0318010A1 EP88119605A EP88119605A EP0318010A1 EP 0318010 A1 EP0318010 A1 EP 0318010A1 EP 88119605 A EP88119605 A EP 88119605A EP 88119605 A EP88119605 A EP 88119605A EP 0318010 A1 EP0318010 A1 EP 0318010A1
Authority
EP
European Patent Office
Prior art keywords
connection element
element according
sleeve
steel
truss
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
EP88119605A
Other languages
German (de)
English (en)
Other versions
EP0318010B1 (fr
Inventor
Xaver Berger
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.)
M Meisinger KG
Original Assignee
M Meisinger 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 M Meisinger KG filed Critical M Meisinger KG
Priority to AT88119605T priority Critical patent/ATE62956T1/de
Publication of EP0318010A1 publication Critical patent/EP0318010A1/fr
Application granted granted Critical
Publication of EP0318010B1 publication Critical patent/EP0318010B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • E04B1/003—Balconies; Decks
    • E04B1/0038—Anchoring devices specially adapted therefor with means for preventing cold bridging

Definitions

  • the invention relates to a connecting element with a steel support for a concrete cantilever slab, according to the preamble of claim 1.
  • DE-PS 30 05 571 describes a component which has an elongated insulating body through which a plurality of reinforcing bars extends to form a prefabricated part and into which at least one Pressure element is integrated as a connecting core element.
  • a connecting element according to the preamble of claim 1 is the subject of EP-B1-0 119 165. It discloses a cantilever plate connecting element with a likewise cuboidal insulation body which is penetrated by reinforcing bars.
  • the reinforcing bars are designed to improve handling in the form of closed loops which are connected to one another by transverse bars running longitudinally to the insulating body.
  • the steel girder can be handled separately, independently of the insulating body, before the final assembly.
  • the handling of these more stable carriers, which is naturally relatively rough, cannot therefore have a disadvantageous effect on the insulating bodies.
  • the sleeve clearly defines the position of the insulating body between the steel girders.
  • it can advantageously be used to give the steel girders a stable standing surface when placed on a house wall.
  • the steel beam can be placed on the sleeve in a relatively stable manner, as a result of which the position of the subsequent insulating bodies is clearly defined.
  • the position of the collar itself i.e. defines the cantilever dimension, which means that communication work can be omitted.
  • Another advantage of the subject matter of the invention is that the cross-sectional design of the upper and lower chord can be freely selected according to the respective requirements. For cost reasons, however, it is advantageous to work with circular cross-sectional profiles.
  • the cuff is preferably placed around the steel beam at the point where a web section runs at an angle to the upper and lower flange. Since the web section in the area of the sleeve is not covered by concrete, curvatures in this area should be avoided. It has been shown that with an inclination of this web section to the two webs by 45 ° with a predetermined vertical distance from the upper and lower chord, a sufficiently wide sleeve can be placed around the steel girder to reliably fix the subsequent insulating bodies with sufficient width to fulfill the thermal insulation function to be able to.
  • the manufacture of the steel girder can be further simplified if the sleeve is designed according to claim 5.
  • the additional advantage that simple separate handling of the components of the steel girder consisting of different materials is possible until final assembly on the construction site.
  • a particularly advantageous configuration for handling device of the cuff is the subject of claim 8.
  • the film hinge ensures that the two associated halves of the cuff are always attached to each other, so that sorting work and separate storage for the two halves are no longer necessary.
  • a web stiffening the structure of the sleeve is advantageously used to fix the position of the sleeve in the longitudinal direction of the steel girder.
  • the steel girder section in the area of the sleeve must be particularly secured.
  • the development according to claim 11 is particularly easy to implement if a sleeve made of plastic is used.
  • the stabilizing extensions can then be molded onto the cuff body, which results in a particularly high stability and an alignment function can be transferred to these extensions.
  • one side remains free in order to insert the insulating body laterally between stabilization processes without problems.
  • the border is open at the top, so that a cuboid iso lier body with a cross section of a standing rectangle can be inserted from above between two already fixed steel beams.
  • the embodiment according to claim 13 ensures that the function of a spacer can be transferred to the insulating body.
  • the lower flange and / or the truss can be shortened additionally, whereby the assembly of the steel girder and the transverse reinforcements in the cantilevered concrete slab is simplified. It is important for structural reasons that the truss rod is non-positively connected to the pressure rod, i.e. to be welded in such a way that forces can be introduced into the web via the weld seam.
  • the reference numeral 2 denotes a steel beam, which serves for the connection of a concrete cantilever plate 4 to a supporting structure 6, for example to a ceiling structure or floor structure.
  • an insulation extending transversely to the steel girder 2 is provided, which is formed from a multiplicity of rectangular insulating bodies 8.
  • the insulating bodies 8 preferably have a rectangular cross section and are made from a heat-insulating plastic foam. Serves to absorb the tensile and compressive forces induced by the concrete cantilever plate 4 and to introduce these forces into the supporting structure 6 only the steel beam 2, so that the insulating body 6 can be kept free of reinforcements.
  • the steel girder has a mounting collar 12 which is fixed in the longitudinal direction of the steel girder 2 at a predetermined point.
  • the collar 12 interacts with a lower flange 14 with a upper flange 16 connecting truss 18, which in the embodiment according to FIG. 1 is formed by a wave-like curved rod.
  • the sleeve 12 has through holes 20 and 22 for the upper and lower flange and moreover has a correspondingly shaped recess for a web section 24 of the truss web 18, as a result of which the sleeve 12 is fastened axially immovably to the steel support 2 in the attached state.
  • the sleeve 12 is designed as a stand and has a standing area for placement on the building 10.
  • the sleeve 12 has laterally protruding vertical stabilizing extensions 26 and a bottom-side stabilizing extension 28, so that in addition to an enlargement of the footprint of the sleeve 12, a three-sided border is formed for an insulating body 8 which can be inserted from above and which, after insertion, is forced transversely to the orientation of the steel beam 2 is aligned.
  • the upper chord 16 is formed by a steel bar with a circular cross section, which also applies to the cross section of the lower chord 14.
  • the truss web 18 in the form of the wave-like curved rod is also formed by a steel round rod, which is alternately welded to the lower flange 14 and the upper flange 16 in the region of its rounded sections 30 to 36 in such a way that force is introduced from the lower flange into the bridge.
  • the arrangement and design of the cuff 12 is adapted to the vertical distance A V between the lower and upper chord such that the rounding sections 30 and 32 lie outside the cuff 12 at an inclination angle of at least 45 °.
  • the lower flange 14 is shorter than the upper flange 16. In this way, it is very easily possible to bring a transverse reinforcement 38 below the upper flange 16 up to the end face of the sleeve 12 or the insulating body 8 and a further reinforcement layer 39 in the plane of the lower flange 14 close to the sleeve 12 without using Need to work single bars. In this case, it is advantageous to provide the front end of the lower flange 14 with a plate 40 in order to securely hold the compressive forces in initiate the lower chord 14.
  • the other end of the lower flange 14 also carries a pressure plate 42 in the embodiment according to FIGS. 1 and 2, which also serves to produce the welded connection between the lower flange 14 and the truss rod 18.
  • This design of the inner region of the lower flange 14 is advantageous in order to facilitate connection to a supporting structure using filigree prefabricated ceilings.
  • the steel girders with a sleeve are prepositioned at the locations on the building wall 10 determined by the statics, the steel girders having already been delivered with a sleeve 12 for this purpose.
  • the individual insulating bodies 8, which were previously cut to length, are now inserted between the individual sleeves.
  • additional reinforcement structures 38 'and 39' are attached in the area of the supporting structure, it being sufficient on this side to arrange the reinforcement bars 38 'above the upper flange 16, since the overlap in this area does not have to be as large.
  • the connecting element made of steel carrier with cuff described in more detail.
  • the top chord is designated by the reference symbol 46 and the truss web by the reference symbol 48.
  • the shape of the truss web 48 can be identical to that of the exemplary embodiment according to FIGS. 1 and 2.
  • the sleeve 52 is designed, which in this embodiment is designed as an injection molded part.
  • This cuff 52 is also essentially cuboid in shape and has at least two vertical stabilization extensions 56 running parallel to one another, which are connected on the bottom side by a further stabilization extension 58. Going beyond the exemplary embodiment according to FIGS.
  • the two vertical stabilizing extensions 56 each have an inwardly bent hook extension 60, which can be engaged behind by a correspondingly shaped end section 62 of an insulating body 58 which can be inserted from above.
  • an insulating body 58 When the insulating body 58 is inserted into two adjacent steel beams 52, a stable insulation chain is thus created which can no longer be easily moved.
  • the cuff 52 consists of two parts, a parting line 64 lying in the plane containing the axes of the upper and lower flange.
  • FIG. 4 shows the cuff 52 according to FIG. 3 in the opened state, in which the two cuff halves 52a and 52b hang together via a film hinge 66.
  • Each cuff half has recesses 68a or 68b and 70a or 70b for the cross section of the upper and lower flange.
  • the two halves 52a and 52b have a shell-like design and are stiffened on the inside by stiffening plates 72a and 72b, respectively.
  • the half 52a has a smaller depth than the half 52b, since an additional recess 74 for the laterally welded truss 48 must be provided in the latter.
  • the Stiffening plates 72b of the sleeve half 52b are provided with laterally staggered notches 76, 78 and 80 for the truss 48, so that the sleeve with the wall areas and the stiffening plates surrounds the upper and lower flange and the truss web.
  • the collar 52 can be closed at a specific point on the steel beam around the latter, for which purpose a closure, not shown, is preferably provided in the form of a snap closure.
  • FIG. 5 A side view of the sleeve 52 is shown in Figure 5, which need not be discussed in detail. One can also see in this illustration the stabilization extension 58 on the bottom, which serves to enlarge the support and support surface of the sleeve 52.
  • FIG. 6 shows the position of the parting line 64 and furthermore the feature that both the top flange 46 and the bottom flange 44 as well as the truss web 48 are surrounded by a coating 76, which preferably consists of PVC, around the steel beam 2 in to protect the whole and not only in the area of the collar 52 from corrosion.
  • a coating 76 which preferably consists of PVC
  • FIG. 7 shows a further embodiment of a steel support 82 used to produce the connection element, in which a lower flange 84 is welded to an upper flange 86 via a truss web 88.
  • An associated cuff is designated 92.
  • the difference between the embodiment according to FIG. 7 and the previously described embodiment is that the lower flange 84 is extended on both sides of the sleeve 92 and the truss web 88 also struts between the upper and lower flange over a longer distance.
  • FIG. 1 This steel beam, designated 102, is designed similarly to the steel beam 2, with a truss web 98 in turn being welded laterally to the lower flange 94 and to the upper flange 96.
  • the truss web on the side of the supporting structure 6 is extended by a web section 108.
  • another web section 116 adjoins the web section 114 which extends through a collar 112 and which is inclined at an angle ⁇ of at least 45 ° to the upper chord 96 and which is steeper, which is indicated by the angle ⁇ .
  • the stability of the steel beam 102 can be increased and it is still possible to continue to bring a transverse reinforcement 118 as close as possible to the building wall 10.
  • further transverse reinforcement bars 120 can be provided.
  • the invention thus creates a connecting element with a steel support for a concrete cantilever plate, which, with the interposition of an insulation extending transversely to the steel support, to a supporting structure, such as, for. B. a ceiling construction is connected.
  • the steel girder with the upper and lower chord has an upper and lower at least in the area of the transition between the cantilever plate and the supporting structure Lower chord connecting truss bridge over which a sleeve, which is preferably designed as a stand, is held in position and is adapted to the coupling of an insulating body to its cross-sectional shape.
  • a steel girder for a concrete cantilever is described, which, with the interposition of an insulation running transversely to the steel girder, is connected to a supporting structure, such as, for. B. a ceiling construction is connected.
  • the steel girder has, at least in the area of the transition between the cantilever plate and the supporting structure, a truss web connecting the upper and lower chord, via which a sleeve, which is preferably designed as a stand, is held in position and is adapted to the coupling of an insulating body to its cross-sectional shape.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Building Environments (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
EP88119605A 1987-11-25 1988-11-24 Elément de liaison pour plaque en béton en porte-à-faux Expired - Lifetime EP0318010B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT88119605T ATE62956T1 (de) 1987-11-25 1988-11-24 Anschlusselement fuer eine betonkragplatte.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19873739967 DE3739967A1 (de) 1987-11-25 1987-11-25 Stahltraeger fuer eine beton-kragplatte
DE3739967 1987-11-25

Publications (2)

Publication Number Publication Date
EP0318010A1 true EP0318010A1 (fr) 1989-05-31
EP0318010B1 EP0318010B1 (fr) 1991-04-24

Family

ID=6341256

Family Applications (1)

Application Number Title Priority Date Filing Date
EP88119605A Expired - Lifetime EP0318010B1 (fr) 1987-11-25 1988-11-24 Elément de liaison pour plaque en béton en porte-à-faux

Country Status (3)

Country Link
EP (1) EP0318010B1 (fr)
AT (1) ATE62956T1 (fr)
DE (2) DE3739967A1 (fr)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0568813A1 (fr) * 1992-05-02 1993-11-10 SCHÖCK BAUTEILE GmbH Elément de construction pour l'isolation thermique de bâtiments
DE4302683A1 (de) * 1993-02-01 1994-08-04 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung bei Gebäuden
DE9420560U1 (de) * 1994-10-31 1995-03-30 HAKO Bautechnik Ges.m.b.H., Hagenbrunn Wärmedämmendes Anschlußstück
DE19519614A1 (de) * 1995-05-29 1996-12-05 Sfs Handels Holding Ag Kragplatten- und/oder Fugenelement für bewehrte Baukonstruktionen
EP0810334A1 (fr) * 1996-05-30 1997-12-03 SCHÖCK BAUTEILE GmbH Elément de construction pour isolation thermique
EP0831183A2 (fr) * 1996-09-20 1998-03-25 SCHÖCK BAUTEILE GmbH Elément de construction pour isolation thermique
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

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4002001C2 (de) * 1990-01-24 1995-02-09 Heinz Wieland Anschluß- und Bewehrungselement für ein von einer Wand vorkragend anzubringendes Bauteil
DE9001016U1 (de) * 1990-01-30 1990-04-26 M. Meisinger Kg, 8890 Aichach Anschlußelement für eine Betonkragplatte
DE4009987C2 (de) * 1990-03-28 1995-08-24 Schoeck Bauteile Gmbh Wärmedämmendes Bauelement
DE4102332C2 (de) * 1991-01-26 1998-07-02 Frank Gmbh & Co Kg Max Balkonanschluß
DE4300181C2 (de) * 1993-01-07 2001-11-29 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung bei Gebäuden
DE4302682A1 (de) * 1993-02-01 1994-08-04 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung
DE4423413A1 (de) * 1994-07-05 1996-01-11 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung bei Gebäuden
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
DE19718021B4 (de) * 1997-04-29 2006-09-14 Halfen Gmbh & Co. Kommanditgesellschaft Thermisch isolierendes Bauelement
DE102008002899A1 (de) * 2008-06-19 2009-12-31 Simon Kropmeier Bauelement mit Edelstahlträger

Citations (3)

* 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
EP0119165A2 (fr) * 1983-03-11 1984-09-19 Walter Egger Elément de raccordement pour plaque en porte-à-faux
DE3318330A1 (de) * 1983-05-19 1984-12-13 Hansjörg Dipl.-Ing. 7542 Schömberg Braun Vorrichtung zum verbinden einer balkonplatte mit einer geschossdecke

Patent Citations (3)

* 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
EP0119165A2 (fr) * 1983-03-11 1984-09-19 Walter Egger Elément de raccordement pour plaque en porte-à-faux
DE3318330A1 (de) * 1983-05-19 1984-12-13 Hansjörg Dipl.-Ing. 7542 Schömberg Braun Vorrichtung zum verbinden einer balkonplatte mit einer geschossdecke

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0568813A1 (fr) * 1992-05-02 1993-11-10 SCHÖCK BAUTEILE GmbH Elément de construction pour l'isolation thermique de bâtiments
DE4302683A1 (de) * 1993-02-01 1994-08-04 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung bei Gebäuden
EP0609690A1 (fr) * 1993-02-01 1994-08-10 SCHÖCK BAUTEILE GmbH Elément de construction pour l'isolation thermique de bâtiments
DE9420560U1 (de) * 1994-10-31 1995-03-30 HAKO Bautechnik Ges.m.b.H., Hagenbrunn Wärmedämmendes Anschlußstück
DE19519614A1 (de) * 1995-05-29 1996-12-05 Sfs Handels Holding Ag Kragplatten- und/oder Fugenelement für bewehrte Baukonstruktionen
DE19519614C2 (de) * 1995-05-29 2000-03-16 Sfs Handels Holding Ag Kragplatten- und/oder Fugenelement für bewehrte Baukonstruktionen
EP0810334A1 (fr) * 1996-05-30 1997-12-03 SCHÖCK BAUTEILE GmbH Elément de construction pour isolation thermique
EP0831183A2 (fr) * 1996-09-20 1998-03-25 SCHÖCK BAUTEILE GmbH Elément de construction pour isolation thermique
EP0831183A3 (fr) * 1996-09-20 1998-10-07 SCHÖCK BAUTEILE GmbH Elément de construction pour isolation thermique
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

Also Published As

Publication number Publication date
DE3739967C2 (fr) 1990-06-21
DE3862573D1 (de) 1991-05-29
ATE62956T1 (de) 1991-05-15
EP0318010B1 (fr) 1991-04-24
DE3739967A1 (de) 1989-06-08

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