EP0959188A2 - Element de plaque et/ou de joint en porte-à-faux pour constructions en béton armé - Google Patents

Element de plaque et/ou de joint en porte-à-faux pour constructions en béton armé Download PDF

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Publication number
EP0959188A2
EP0959188A2 EP99108900A EP99108900A EP0959188A2 EP 0959188 A2 EP0959188 A2 EP 0959188A2 EP 99108900 A EP99108900 A EP 99108900A EP 99108900 A EP99108900 A EP 99108900A EP 0959188 A2 EP0959188 A2 EP 0959188A2
Authority
EP
European Patent Office
Prior art keywords
tubular body
ribs
joint element
element according
cantilever
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
EP99108900A
Other languages
German (de)
English (en)
Other versions
EP0959188B1 (fr
EP0959188A3 (fr
Inventor
Alex Frei
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.)
SFS Handels Holding AG
Original Assignee
SFS Handels Holding 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 SFS Handels Holding AG filed Critical SFS Handels Holding AG
Publication of EP0959188A2 publication Critical patent/EP0959188A2/fr
Publication of EP0959188A3 publication Critical patent/EP0959188A3/fr
Application granted granted Critical
Publication of EP0959188B1 publication Critical patent/EP0959188B1/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 cantilever and / or joint element for reinforced building structures, with one for receiving tension and / or compression reinforcement elements and, if necessary Shear force rods designed, one-part or multi-part structure, for receiving the tensile and / or Pressure reinforcement elements in the building structure approximately perpendicular to a vertical one Longitudinal median planes extending through openings are provided, into which a Tubular body is used or can be used, which has several, at least on its outer surface has approximately circumferential ribs over which the tubular body is force and / or can be positively supported on the inner wall of the through opening in the building.
  • a cantilever plate and / or joint element for reinforced building structures becomes (EP-A1-0 745 734), in which this transverse to the vertical longitudinal median plane Cantilever element forming tubular body are used.
  • the tubular body have on their outer surface a plurality of ribs running in the circumferential direction, over which the tubular body can be supported on the inner wall of a cylindrical through opening in the structure is.
  • suggested in the Wall of the tubular body to provide several holes through which the air bubbles escape can.
  • an insulating transition element in particular for Cantilever panel connections (DE-U-89 05 521), is in the area of the passage for continuous Reinforcements used with both ends projecting over the structure, the The height of the passage cross section of this tube is greater than the width of the passage cross section.
  • the tube is provided in its upper apex area with an air outlet path which is groove-like Continuation of the tube passage cross section is formed and from the longitudinal center of the tube to the two ends of which rise.
  • the present invention has for its object a tubular body for cantilever and / or To create joint elements with which the formation of air bubbles when pouring with concrete can be prevented, but which is nevertheless economical to produce and can be easily installed in a prepared through opening in the building.
  • the present invention therefore proposes a combination in terms of construction, by the advantageous design of a conical extension of the tubular body to at least one End of the same is provided in order to remove air bubbles during the pouring process to accomplish safely, and yet the possibility is created of such a tubular body to be able to slide into a prepared through opening.
  • the through opening is that Cross-section of the tubular body adapted in its outer area, but can be the same throughout Dimensions are executed.
  • the configuration according to the invention has an effect here in particular advantageous because, despite the conical expansion of the tubular body from the protruding ribs a common envelope cylinder is formed so that the tubular body in its axial direction in a cylindrical through opening can be inserted.
  • the tubular body can be relatively simple and without Breaking out sections of the structure are pushed into the through opening. But because the ribs running in the circumferential direction are, so to speak, transverse to the direction of insertion, cause an optimal inhibition against withdrawal. Therefore, it is only with special Force can be exerted, the tube body out of the through opening after insertion pull out.
  • the tubular body towards both ends is flared. This is advantageous because it opens the way for one Escaping air bubbles when pouring concrete can be significantly reduced.
  • the Air bubbles are removed from the tube body in both directions, so that the guarantee is given that after filling with concrete no more air bubbles inside the tube body available.
  • the tubular body consists of two approximately starting from its center with respect to its longitudinal extent frustoconical sleeve sections is formed.
  • tubular body over its entire Length has an approximately constant wall thickness, with each other in the axial direction following ribs have different radial dimensions. It only makes very little Material required for the tubular body, and there are also no very special material accumulations gives. This is also of particular advantage for the manufacture of the tubular body itself.
  • the ribs run helically on the Surface of the tubular body and have different radial heights based on their length. Even with such an arrangement it is achieved that the outer boundary of the helical extending ribs form a common envelope cylinder. The retention force for the Once inserted, the tubular body is still through the helical ribs further increased.
  • a stop flange In order to enable a constant and problem-free assembly of the tubular body, proposed that to form a stop flange at one end or at a distance from one At the end of the tubular body a rib with a larger diameter than the other ribs is provided. In this case, the tubular body must always be from the same side Through opening in the building can be inserted, however, to determine the depth of penetration a stop flange is always available.
  • a cantilever plate element which at reinforced building structures at the transition between a ceiling slab and a cantilevered one Plate, e.g. a balcony slab is used.
  • a cantilevered one Plate e.g. a balcony slab is used.
  • the measures described are the same Can also be used for joint elements, where it is usually a question of between ceiling sections Introduce heat and sound insulation elements. Even in such applications are possibly tensile and / or compression reinforcement elements as well as possibly shear bars to use.
  • a structure 1 which consists of a heat-insulating foam or another heat-insulating or soundproofing Material is made.
  • the structure 1 serves to accommodate tension and / or compression reinforcement elements, which are inserted into tubular bodies 3 inserted into through openings 2 can. Through the tubular body 3 can be connected to a ceiling plate and the attached projecting reinforcement elements in the tensile and pressure areas be inserted. This means there are no interruptions in the reinforcement.
  • shear bars 4 which is inclined to Horizontal middle section 5 and a straight line on both sides of the structure 1 have extending region 6, 7. These areas 6, 7 can e.g. axially parallel to The central axis 8, 9 of the corresponding tubular body 3 run.
  • the Structure 1 of several components 10 which can be seen in FIG. 2.
  • the Shear bars 4 are here, for example, with their obliquely extending central section 5 in one a lateral edge of a component 10 formed groove used. One this way inserted shear bar is held captive.
  • the mutual connection between the components 10 can by at the side Tongues and grooves formed at the edge limits, this tongue and groove connection also is made possible by direct attachment, especially since the undercut areas are selected of the material of the components 10 are elastic in a certain range.
  • a stable bracket and Alignment of components 10 can e.g. be guaranteed if at their top and / or a U-shaped holding rail 16 is slipped on or pushed on at the lower edge region.
  • Cantilever panels and / or joint elements can also be designed as one-piece elements or from upper and lower parts, which are placed on top of each other in the vertical direction, consist.
  • the present invention is essentially about the special training of Tubular body 3, which serve to accommodate tension and / or compression reinforcement elements. How already carried out, are in the building 1 or those forming such a building 1 Components 10 through openings 2 are provided, in which the tubular body 3 can be used.
  • the Tubular body 3 has several, at least approximately in the circumferential direction, on its outer surface 11 extending ribs 17, via which the tubular body 3 is non-positively and / or positively the inner wall of the through opening 2 in the building 1 can be supported. Through a corresponding fit is a corresponding friction of the tubular body 3 used in the Through opening 2 achieved so that there is a positive connection.
  • the outer dimensions B of the ribs 17 slightly larger than the diameter of the through openings 2. The differences in dimensions are chosen so that nevertheless a correspondingly simple insertion of the tubular body into the through opening is possible without the risk of the generally breaking out Foam existing structure 1 is given.
  • a plurality of ribs 17 running parallel to one another at a distance are on the External surface 11 of the tubular body 3 is provided. It is therefore a multiple support the inner wall of the through opening 2 possible, so that there is never a tilting movement of the inserted tubular body 3 can come, even then, should be a one-sided load available.
  • ribs 17 are not parallel to one another Elevations are formed, but helically on the surface 11 of the tubular body 3rd run.
  • the tubular body 3 can thus be used in a kind of screw rotation, so that there is an additional retaining force if the tubular body 3 is only in the axial Direction is charged.
  • the tubular body 3 at least runs sectionally expanded from its length to at least one end. It is useful that the tubular body 3, as shown in FIGS. 1 and 3, to both ends is conically expanded. This conical extension can also come from one end of the tubular body starting to lead to the other end, so that they only in one direction Seen axis of the tubular body runs.
  • the tubular body is advantageously made of two approximately the middle of which, based on its longitudinal extension, has frusto-conical sleeve sections 21 and 22 formed so that the conical extension to both ends of the tubular body 3 runs approximately in the same slope.
  • truncated cones are also possible here Sleeve sections, which are of different lengths and possibly different Have inclination angles. It is also conceivable to have several adjoining truncated cones To provide sleeve sections that have different angles of inclination.
  • the outer boundaries 20 of the ribs 17 are at least in the one to be inserted into the structure 1 Area designed or arranged so that it is essentially a common envelope cylinder form.
  • the tubular body 3 can thus be inserted into a through opening 2, the External boundaries 20 of the ribs 17 on the inner wall of the through openings 2 for contact come.
  • a safe system is essentially in spite of the formation of the tubular body frustoconical sleeve sections guaranteed.
  • the ribs 19, which in the inserted state outside the building 1 come with their outer borders 20 at the same height as the outer borders 20 of the ribs 17 lie, i.e. also lie in the common envelope cylinder.
  • the most advantageous training shown in the drawing provides the tubular body 3 itself to be formed over its entire length with an approximately constant wall thickness W, where then of course the ribs 17 successive in the axial direction different radial Have dimensions A1 or A2, etc., so that their outer limits 20 the common Form the envelope cylinder.
  • the length X of the tubular body 3 is greater than the thickness D of the Structure 1, so that the tubular body 3 with its two ends on the front 13 of the Structure 1 can protrude.
  • the tubular body only on protrudes on one side, but it is the same for reasons of strength and both ends Load options make sense to let the tubular body 3 protrude with both ends.
  • At the Outer surface 11 of the projecting ends of the tubular body 3 is or are also one or several rib (s) 19 are provided, the ribs 19 of the filled concrete or Concrete milk are enclosed and thus a seal practically similar to one Form the labyrinth seal.
  • a special rib compared to the other ribs 17 of larger diameter E to form a stop flange 18th intended. This is always a constant depth of penetration of the tubular body 3 in the Through opening 2 possible.
  • the stop flange 18 always abuts the front 13 of the Building 1.
  • the tubular body 3 can, as shown in the drawing, on the outer surface 11 with two or several axially continuous webs 12 may be provided. These webs 12 are, for example, on their External boundaries executed in a straight line, but compared to the outer boundaries 20 of the Ribs 17 and 19 slightly set back. This construction can still improve Strength of the tubular body 3 can be achieved. In addition, the measure can Dimensional accuracy of the tubular body, especially in the production as a plastic injection molded part, be improved.
  • tubular body according to the invention is advantageously made of plastic, however other materials can also be used. It is also conceivable to make such tubular body 3 Metal, e.g. Aluminum or stainless steel.
  • ribs 17 and 19 and a stop flange are used 18 spoken.
  • cross sections of these ribs to be used, with regard to the spacing of the ribs from one another and with regard to the formation of such ribs given a wide range of variations.
  • cross-section the ribs e.g. sawtooth-shaped to have little resistance when pushed in, nevertheless but to achieve an optimal effect against pulling out.
  • ribs is still too note that such ribs in the same way by a plurality of successive grooves can be formed.
  • the basic principle is that the Outer surface of the tubular body several, at least approximately extending in the circumferential direction Ribs are present, via which the tubular body is non-positively and / or positively on the Can support the inner wall of the through opening. Only through these measures are one Optimal and simple manufacture, simple assembly and a secure hold of the tubular body guaranteed.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Rod-Shaped Construction Members (AREA)
EP99108900A 1998-05-22 1999-05-05 Element de plaque et/ou de joint en porte-à-faux pour constructions en béton armé Expired - Lifetime EP0959188B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19823100 1998-05-22
DE19823100A DE19823100C1 (de) 1998-05-22 1998-05-22 Kragplatten- und/oder Fugenelement für bewehrte Baukonstruktionen

Publications (3)

Publication Number Publication Date
EP0959188A2 true EP0959188A2 (fr) 1999-11-24
EP0959188A3 EP0959188A3 (fr) 2000-09-27
EP0959188B1 EP0959188B1 (fr) 2003-01-22

Family

ID=7868723

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99108900A Expired - Lifetime EP0959188B1 (fr) 1998-05-22 1999-05-05 Element de plaque et/ou de joint en porte-à-faux pour constructions en béton armé

Country Status (4)

Country Link
EP (1) EP0959188B1 (fr)
AT (1) ATE231579T1 (fr)
DE (2) DE19823100C1 (fr)
DK (1) DK0959188T3 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2804703A1 (fr) * 2000-02-04 2001-08-10 Plakabeton Coffratec S C A Procede de construction en beton arme a rupture thermique integree et construction ainsi obtenue
EP1229176A2 (fr) * 2001-01-18 2002-08-07 Pecon AG Element de connexion pour dalle en porte-a-faux
FR2827620A1 (fr) * 2001-07-23 2003-01-24 Knauf Snc Dispositif de liaison realisant,de maniere isolee thermiquement,la liaison entre au moins deux parois d'une construction,et procede de realisation d'un tel dispositif
WO2024104909A1 (fr) * 2022-11-17 2024-05-23 Pretec Ab Composant structural thermiquement isolant

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102015106294A1 (de) 2015-04-23 2016-10-27 Schöck Bauteile GmbH Vorrichtung und Verfahren zur Wärmeentkopplung von betonierten Gebäudeteilen
DE102015106296A1 (de) * 2015-04-23 2016-10-27 Schöck Bauteile GmbH Wärmedämmelement

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8905521U1 (de) 1989-05-02 1989-06-29 Hoff, Walter, 4000 Düsseldorf Dämmendes Übergangselement, insbesondere für Kragplatten-Anschlüsse
EP0442130B1 (fr) 1990-02-12 1993-06-16 Stadler Heerbrugg Holding Ag Elément de construction comme élément de jointoiement et/ou de dilatation et/ou de plaque en porte-à-faux pour bâtis de constructions armés
EP0568813A1 (fr) 1992-05-02 1993-11-10 SCHÖCK BAUTEILE GmbH Elément de construction pour l'isolation thermique de bâtiments
EP0745734A1 (fr) 1995-05-29 1996-12-04 SFS Handels Holding AG Elément de dalle en porte-à-faux et/ou élément de joint pour ouvrages de construction armés

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19638538A1 (de) * 1996-09-20 1998-03-26 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8905521U1 (de) 1989-05-02 1989-06-29 Hoff, Walter, 4000 Düsseldorf Dämmendes Übergangselement, insbesondere für Kragplatten-Anschlüsse
EP0442130B1 (fr) 1990-02-12 1993-06-16 Stadler Heerbrugg Holding Ag Elément de construction comme élément de jointoiement et/ou de dilatation et/ou de plaque en porte-à-faux pour bâtis de constructions armés
EP0568813A1 (fr) 1992-05-02 1993-11-10 SCHÖCK BAUTEILE GmbH Elément de construction pour l'isolation thermique de bâtiments
EP0745734A1 (fr) 1995-05-29 1996-12-04 SFS Handels Holding AG Elément de dalle en porte-à-faux et/ou élément de joint pour ouvrages de construction armés

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2804703A1 (fr) * 2000-02-04 2001-08-10 Plakabeton Coffratec S C A Procede de construction en beton arme a rupture thermique integree et construction ainsi obtenue
EP1229176A2 (fr) * 2001-01-18 2002-08-07 Pecon AG Element de connexion pour dalle en porte-a-faux
EP1229176A3 (fr) * 2001-01-18 2003-06-11 Pecon AG Element de connexion pour dalle en porte-a-faux
FR2827620A1 (fr) * 2001-07-23 2003-01-24 Knauf Snc Dispositif de liaison realisant,de maniere isolee thermiquement,la liaison entre au moins deux parois d'une construction,et procede de realisation d'un tel dispositif
WO2003010394A2 (fr) * 2001-07-23 2003-02-06 Pouget Andre Dispositif de liaison realisant, de maniere isolee thermiquement, la liaison entre au moins deux parois d'une construction, et procede de realisation d'un tel dispositif
WO2003010394A3 (fr) * 2001-07-23 2004-01-22 Andre Pouget Dispositif de liaison realisant, de maniere isolee thermiquement, la liaison entre au moins deux parois d'une construction, et procede de realisation d'un tel dispositif
WO2024104909A1 (fr) * 2022-11-17 2024-05-23 Pretec Ab Composant structural thermiquement isolant

Also Published As

Publication number Publication date
EP0959188B1 (fr) 2003-01-22
DE19823100C1 (de) 2000-01-13
EP0959188A3 (fr) 2000-09-27
ATE231579T1 (de) 2003-02-15
DE59904075D1 (de) 2003-02-27
DK0959188T3 (da) 2003-05-12

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