EP2276898B1 - Pièce de montage préfabriquée possédant un dispositif de stabilisation - Google Patents

Pièce de montage préfabriquée possédant un dispositif de stabilisation Download PDF

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Publication number
EP2276898B1
EP2276898B1 EP09729721A EP09729721A EP2276898B1 EP 2276898 B1 EP2276898 B1 EP 2276898B1 EP 09729721 A EP09729721 A EP 09729721A EP 09729721 A EP09729721 A EP 09729721A EP 2276898 B1 EP2276898 B1 EP 2276898B1
Authority
EP
European Patent Office
Prior art keywords
connecting device
prefabricated component
component according
anchoring elements
elements
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.)
Active
Application number
EP09729721A
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German (de)
English (en)
Other versions
EP2276898A1 (fr
Inventor
Erich Kastner
Gerhard Maier
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.)
KAPPEMA FERTIGTEILINDUSTRIE GmbH
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Individual
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Publication date
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Priority to PL09729721T priority Critical patent/PL2276898T3/pl
Publication of EP2276898A1 publication Critical patent/EP2276898A1/fr
Application granted granted Critical
Publication of EP2276898B1 publication Critical patent/EP2276898B1/fr
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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
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
    • E04B2/8617—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf with spacers being embedded in both form leaves
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf

Definitions

  • the contact with the outer surfaces of the finished part to be cast should be minimal, and due to the 540 ° twisting and bending a better bond with the cast concrete can be produced, which should provide the highest possible additional strength and elasticity with minimal use of steel. Further advantages are given in the description there.
  • a prefabricated part is also advantageous if the stabilizing device has a tensile, rod-shaped shaft between the anchoring elements.
  • the ends of the stabilization device are formed by flat elements with a structured surface, or if the ends of the stabilization device is formed by elements with a sanded surface.
  • a prefabricated part is designed particularly advantageous if the stabilizing device can be arranged in multiple execution between the mutually parallel disc-like elements and anchored in the curable casting mass.
  • the stabilization device can be magazineed in multiple designs and the storage of the stabilization devices takes place with the aid of a holding strip.
  • the retaining strip for the stabilization devices preferably extends in the magazining in a plane in which the stabilizing devices are arranged.
  • anchoring elements is an integral part of a known reinforcing element such as a lattice girder.
  • the connecting device 5 is located in the case of an already completed wall - which was formed by the prefabricated part 1 - between the inner shell 2 and the outer shell 3.
  • FIG. 1 is to be illustrated that the connecting device 5 is positioned between the inner shell 2 and the outer shell 3.
  • stabilizing devices 6 are anchored in the disc-like inner and outer shells 2 and 3 according to the invention.
  • the stabilizing devices 6 positioned in the position between the inner shell 2 and the outer shell 3 and the bivalve wall 1 is positioned vertically in the production of the prefabricated part 1, this is filled with curable casting material, here with in-situ concrete G.
  • the stabilizing devices 6 then serve to stiffen the prefabricated part 1 by forming a tensile composite with the elements 2 and 3 of hardenable casting compound and prevents the bulge during concreting.
  • FIG. 2 is a prefabricated part 1 with inserted stabilizing devices 62 illustrated as a section, and in FIG. 3 Stabilization devices 63 are modified in Design, as used in the embodiment in Figure 2, also shown as a section of a prefabricated part 1.
  • the stabilizing device 62 are anchored with their anchoring elements 72 located at the end regions in the mutually parallel inner and outer shells 2 and 3. This anchoring is done by insertion into the not yet cured casting G in the production of the individual inner and outer shells 2 and 3. The stabilizing devices 62 so far dive into the casting compound G until their anchoring elements 72 in the still soft casting material G completely have penetrated.
  • the stabilization devices 62 have surface-mounted auxiliary devices which can be configured as multi-dimensional plates 82 and fix the stabilizing devices 62 in the correct position in the casting compound G until they cure.
  • the stabilizer devices 62 may extend to the outer surfaces of the inner and outer shells 2 and 3. If desired or required, by displacing the plates 82 on the stabilizers 62 a sufficient distance between the outer surfaces of the inner and outer shells 2 and 3 and the ends of the stabilizers 62 can be maintained, this gives a good result Corrosion protection and good thermal insulation, since cold bridges are avoided. If this requirement is not met, the stabilizing devices 62 can also - as described above - penetrate to the outer surfaces of the inner and outer shell 2 and 3.
  • the stabilizing devices 62 in these cases may consist of corrosion-resistant material or be corrosion-resistant surface-finished.
  • the end portions of the stabilizing devices 62 are anchored in these in the manufacture of the disc-like elements that make up the inner and outer shells 2 and 3 due to their special shape of the anchoring elements 72.
  • Each of the elements 2 or 3 is cast in a mold and can be considered as Reinforcement have reinforcing steel fabric 42, which can escape the stabilization devices.
  • FIG. 3 only briefly be listed in order to then explain the onset of stabilization devices 63 of the invention can.
  • a horizontal mold which has a generally smooth shuttering surface
  • concrete or other curable G veimasse G is filled to a predetermined height.
  • the resulting plate of concrete or other curable casting material is provided with a reinforcement of structural steel or Baustahlgewebe 43 and poured this by further filling the mold with concrete or other curable casting material G.
  • stabilizing devices 63 are used in this horizontal. This is done in such a way that at least one stabilizing device 63 with its anchoring element 73 is pushed forwards into the casting compound G, which has not yet hardened.
  • the anchoring elements 73 slide on the cast in reinforcement steel mesh 43 over and a mounting auxiliary device 83 of the stabilizing device 63 dives into the casting compound G until it comes into contact with the above-mentioned formwork panel and rests there.
  • the mounting auxiliary device 83 consists in this embodiment of a tripod, which may be made of wire and fixes the stabilizer 63 until the curing of the molding compound G. After curing, the element 2 is removed from the mold, this cleaned and a new Layer G veimasse G is filled to produce another element 3 in the mold, reinforced with structural steel fabric or completely cast with fiber-reinforced concrete.
  • the stabilizing device 63 is anchored in each case to the end regions of the anchoring elements 73 in the hardened casting compound G of the inner and outer shells 2 and 3, the stabilizing device 63 being designed here and in the other exemplary embodiments in that it forms a tensile bond with the elements 2 and 3 of hardenable casting compound and contributes substantially to the stability of the prefabricated part 1 during the concreting.
  • 6d finally shows a situation in which the retaining strip 9 assumes an angle of approximately 90 ° to the longitudinal axis of the stabilization device 6 and is ready for insertion into the not yet hardened concrete G of the disk-like element 2.
  • FIG. 7 It is to be understood that other embodiments of anchoring elements than those shown so far are possible.
  • a variant with hood-shaped anchoring element 771 is shown on a shaft 671, which forms the stabilization device.
  • a figure rotated by 90 ° is shown, in which it can be seen that a hood-shaped anchoring element 772 combined with a wave-shaped end of a stabilization device 672.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Reinforcement Elements For Buildings (AREA)

Claims (9)

  1. Élément de construction préfabriqué constitué de plusieurs éléments en forme de disque disposés largement parallèlement l'un à l'autre qui sont fabriqués d'une masse coulée durcissable et qui sont reliés entre eux par au moins un dispositif de raccordement, le dispositif de raccordement (6, 62, 63, 64) ayant la forme d'une barre et présentant au moins aux extrémités des éléments d'ancrage (7, 72, 73, 74) pour l'ancrage du dispositif de raccordement (6, 62, 63, 64) dans la masse coulée durcissable (G), les éléments d'ancrage (7, 72, 73, 74) étant constitués d'au moins une branche pliée à 180 degrés (74), de manière que l'axe longitudinal de cette branche repliée (74) s'étend parallèlement à l'axe longitudinal du dispositif de raccordement (6, 62, 63, 64) et les deux axes longitudinaux engendrent un plan, caractérisé par le fait que les éléments d'ancrage (7, 72, 73, 74) présentent dans la région de leurs pliures dans au moins un plan formant un angle vers le plan des axes longitudinaux d'autres pliures étant réalisées avec des pas en sens inverse.
  2. Élément de construction préfabriqué selon la revendication 1, caractérisé par le fait que le dispositif de raccordement (6, 62, 63, 64) avec ses éléments d'ancrage (7, 72, 73, 74) est conçu de telle manière souple qu'il peut être dévié en cas de rencontre d'un obstacle dans la masse coulée durcissable (G).
  3. Élément de construction préfabriqué selon la revendication 1, caractérisé par le fait que le dispositif de raccordement (6, 62, 63, 64) présente une section transversale circulaire, ovale ou prismatique.
  4. Élément de construction préfabriqué selon au moins l'une quelconque des revendications précédentes, caractérisé par le fait que plusieurs dispositifs de raccordement (6, 62, 63, 64) sont prévus qui peuvent être disposés entre les éléments en forme de disque disposés parallèlement l'un à l'autre (2, 3) et qui peuvent être ancrés dans leur masse de coulée durcissable (G), étant relié l'un à l'autre à travers d'une bande de retenue (9), et la bande de retenue (9) pour les dispositifs de raccordement (6, 62, 63, 64) s'étendant en cas d'une mise au magasin de préférence dans un plan dans lequel les dispositifs de raccordement (6, 62, 63, 64) sont disposés.
  5. Élément de construction préfabriqué selon la revendication 1, caractérisé par le fait que le dispositif de raccordement (6, 62, 63, 64) présente entre les éléments d'ancrage (7, 72, 73, 74) un dispositif d'assemblage auxiliaire (8, 82, 83, 84) dans la région du corps en forme de barre, le dispositif d'assemblage auxiliaire (8, 82, 83, 84) ayant la forme d'un plateau (8) qui s'étend dans un plan étant positionné essentiellement perpendiculairement à l'axe longitudinal du dispositif de raccordement (6, 62, 63, 64).
  6. Élément de construction préfabriqué selon la revendication 1, caractérisé par le fait que le dispositif de raccordement (6, 62, 63, 64) est construit en matériau renforcé par des fibres.
  7. Élément de construction préfabriqué selon la revendication 1, caractérisé par le fait que le dispositif de raccordement (6, 62, 63, 64) est construit en matériau métallique.
  8. Élément de construction préfabriqué selon la revendication 1, caractérisé par le fait que le dispositif de raccordement (6, 62, 63, 64) est construit en matériau résistant à la corrosion ou a été traité en surface avec un matériau résistant à la corrosion.
  9. Élément de construction préfabriqué selon la revendication 1, caractérisé par le fait que ses éléments d'ancrage (7, 72, 73, 74) sont des parties intégrantes d'un élément de ferraillage (4) connu généralement comme par exemple un poutre en treillis.
EP09729721A 2008-04-08 2009-03-27 Pièce de montage préfabriquée possédant un dispositif de stabilisation Active EP2276898B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL09729721T PL2276898T3 (pl) 2008-04-08 2009-03-27 Prefabrykowany element budowlany z urządzeniem stabilizującym

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102008017908 2008-04-08
PCT/DE2009/000428 WO2009124526A1 (fr) 2008-04-08 2009-03-27 Pièce de montage préfabriquée possédant un dispositif de stabilisation

Publications (2)

Publication Number Publication Date
EP2276898A1 EP2276898A1 (fr) 2011-01-26
EP2276898B1 true EP2276898B1 (fr) 2013-02-13

Family

ID=40937413

Family Applications (1)

Application Number Title Priority Date Filing Date
EP09729721A Active EP2276898B1 (fr) 2008-04-08 2009-03-27 Pièce de montage préfabriquée possédant un dispositif de stabilisation

Country Status (6)

Country Link
EP (1) EP2276898B1 (fr)
DE (1) DE112009001428A5 (fr)
ES (1) ES2411154T3 (fr)
HR (1) HRP20130422T1 (fr)
PL (1) PL2276898T3 (fr)
WO (1) WO2009124526A1 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102011119493A1 (de) 2011-11-26 2013-05-29 Erich Kastner Isolierte Fertigbau-Wand und Verfahren zu deren Herstellung
CA3056094A1 (fr) 2018-09-21 2020-03-21 Cooper E. Stewart Dispositif de coffrage a beton isole

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5140794A (en) * 1988-03-14 1992-08-25 Foam Form Systems, Inc. Forming system for hardening material

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB433463A (en) * 1934-02-12 1935-08-12 Wallace Alfred Evans An improved method of making concrete walls
DE1984264U (de) 1968-02-07 1968-04-25 Werner A Schuckmann Mehrfach-verbundnadel fuer mehrschichtenplatten.
GB1188066A (en) * 1968-03-05 1970-04-15 Cotarex Ets Improvements in Elements for Concrete Walls
PT87871B (pt) 1987-07-01 1994-03-31 Martinez Baena Juan A Aperfeicoamentos na construcao de edificacoes
FR2758151A1 (fr) 1997-01-09 1998-07-10 David Lassave Elements prefabriques de coffrage pour la realisation de murs en beton coule
US20010029717A1 (en) * 1997-02-04 2001-10-18 Spakousky John G. Composite building block with modular connective structure
US7266931B2 (en) 2002-07-22 2007-09-11 Composite Technologies Corporation Concrete sandwich wall panels and a connector system for use therein
FR2881766B1 (fr) 2005-02-10 2008-09-19 Didier Helmstetter Mur a coffrage integre
DE102005041082A1 (de) * 2005-08-30 2007-03-01 Schöck Bauteile GmbH System und Verfahren zur Herstellung von gedämmten Hohlwänden
DE202007004408U1 (de) 2007-03-26 2007-06-28 Maier, Gerhard Bewehrungselement für Fertigbau-Teile

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5140794A (en) * 1988-03-14 1992-08-25 Foam Form Systems, Inc. Forming system for hardening material

Also Published As

Publication number Publication date
EP2276898A1 (fr) 2011-01-26
PL2276898T3 (pl) 2013-09-30
ES2411154T3 (es) 2013-07-04
HRP20130422T1 (en) 2013-08-31
WO2009124526A1 (fr) 2009-10-15
DE112009001428A5 (de) 2011-03-10

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