EP1118730A1 - Espaceur de renforcement positionnant des barres d'armature vis à vis d'un coffrage pour constructions de béton - Google Patents

Espaceur de renforcement positionnant des barres d'armature vis à vis d'un coffrage pour constructions de béton Download PDF

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Publication number
EP1118730A1
EP1118730A1 EP00811213A EP00811213A EP1118730A1 EP 1118730 A1 EP1118730 A1 EP 1118730A1 EP 00811213 A EP00811213 A EP 00811213A EP 00811213 A EP00811213 A EP 00811213A EP 1118730 A1 EP1118730 A1 EP 1118730A1
Authority
EP
European Patent Office
Prior art keywords
recesses
reinforcement
reinforcement spacer
profile rail
spacer according
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
EP00811213A
Other languages
German (de)
English (en)
Other versions
EP1118730B1 (fr
Inventor
Rudolf Sager
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.)
SAGER AG
Original Assignee
SAGER 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 SAGER AG filed Critical SAGER AG
Publication of EP1118730A1 publication Critical patent/EP1118730A1/fr
Application granted granted Critical
Publication of EP1118730B1 publication Critical patent/EP1118730B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/20—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups of material other than metal or with only additional metal parts, e.g. concrete or plastics spacers with metal binding wires

Definitions

  • the invention relates to a reinforcement spacer for laying a layer of reinforcing iron compared to a formwork for the production of a concrete structure according to the preamble of claim 1.
  • Reinforcement spacers of this type are known in various embodiments. Up to now they have been used to lay horizontal layers of reinforcement bars the formwork used for the production of the concrete structure. To one The reinforcement spacers are able to lay reinforcement bars horizontally laid next to each other at a distance of approx. 1 to 2 m. Basically such reinforcement spacers can also be used for inclined or vertical formwork are used, the individual reinforcing irons then using tie wires on Reinforcement spacers must be attached so that they are in the predetermined position remain in the spacer. A reinforcement spacer of the type mentioned is known for example from CH 667 486.
  • a connecting element for concrete reinforcements is known from DE GM 7118881, by means of which different reinforcement parts can be connected to each other.
  • This connecting element has a plurality of laterally openable through openings on which are aligned differently, and in each of which a reinforcing iron can be inserted.
  • DE GM 91 06 425 is a spacer strip for concrete reinforcement material known.
  • the spacer bar is H-shaped with two side walls and one Connecting bridge In the side walls there are recesses in the form of segments of a circle at the top and bottom embedded with the same dimensions. In these recesses you can Reinforcing iron can be included.
  • a spacer for crossing reinforcing bars is known from DE 12 80 531.
  • the spacer has longitudinal and transverse, upright grid strips on that at regular intervals with supports for mounting and Distribution bars are provided.
  • the object of the invention is a reinforcement spacer of the type mentioned in the preamble of claim 1 to be trained in such a way that it is particularly suitable for vertical concrete structures, by vertical reinforcement bars with different diameters can be securely fixed in the reinforcement spacer, with the reinforcement spacer universally applicable and should be easy to use.
  • the design of the reinforcement spacer according to the invention is shown in FIGS. 1 to 3 explained in more detail.
  • the reinforcement spacer made of hard PVC consists of a profile rail 1, which has an H-shaped profile.
  • the profile rail 1 has a first pair of upper legs 2 and a second pair of lower legs 5 and a web 8 in between.
  • Both legs 3, 4 of the upper Leg pairs 2 are arranged at alternate intervals
  • Provide recesses 10, 11 of different dimensions, two being the same Recesses 10a, 10b; 11a, 11b (FIG. 3) lie opposite one another in alignment, so that a reinforcing iron received in mutually opposite recesses extends at right angles to the longitudinal axis L of the reinforcement spacer.
  • the depth t of the recesses 10, 11 is greater than the radius r of the to be recorded Reinforcing iron 21, 22 and the opening width b is smaller than that Diameter of the reinforcement bars 21, 22 to be accommodated, so that those to be laid Reinforcing iron 21, 22 under clamping action in the said recesses 10, 11 are fixable.
  • one of the recesses is in each case 10, 11 adjacent side parts 13, 14 are designed to be resilient.
  • the each other of the side parts 15, 16 adjoining the recesses 10, 11 largely rigid and extends beyond the resilient side part 13, 14 in the Height. There is a distance of 5 cm between similar recesses proven advantageous.
  • the two legs 6, 7 of the lower pair of legs 5 are also regular Distances with alternately arranged recesses 18, 19 different Dimension provided, the essential difference to the recesses 10, 11th in the upper legs 3, 4 it can be seen that the recesses in the upper Legs 3, 4 different from those in the lower legs 6, 7 are dimensioned.
  • the recesses are for Inclusion of reinforcing bars 21, 22, 23, 24 with a diameter of 8, 10, 12 and 14 mm.
  • recesses can also be used to hold reinforcing bars can be provided with different diameters.
  • the distance between the bottom of the recesses 10, 11 and the one Support surface F having lower side parts 25, 26 is the distance between the reinforcing bars 21, 22 determined with respect to the formwork. In the present case this is Distance approx. 3 cm. This distance is also maintained when the reinforcement spacer is used rotated by 180 ° around its longitudinal axis. In this case can be fixed in the recesses 18, 19 reinforcing iron 23, 24 and the Side parts 15, 16 come to rest on the formwork.
  • the web 8 with recesses 30 for the flow of the concrete.
  • fasteners such as nails embedded in the web 8.
  • the profile 1 can also on a vertical Formwork can be securely fastened.
  • Such rails 1 are therefore particularly suitable for vertical or inclined installation Layers of reinforcement bars, such as those used for concrete walls come. Compared to the reinforcement spacers used so far yourself a whole host of advantages.
  • a secure fixation of the Reinforcing iron is guaranteed in the profile rail 1 and secondly the reinforcing iron the angle with respect to the profile rail 1 is specified so that it without additional aids can be easily installed in the plumb line, provided the profile rail horizontally aligned and fixed to the formwork.
  • a secure fixation without additional aids such as a binding wire, it is important so that the reinforcing bars are held securely in their vertical position without there is a risk that they will tip out.
  • each pair of legs 2; 5 with two different recesses 10, 11; 18, 19 is provided, one and the same Profile rail 1 for four reinforcing bars 21, 22, 23, 24 with different diameters be used.
  • the three or more recesses of different sizes exhibit. This depends on the one hand on the absolute diameter of the to be recorded Reinforcing bars from time to time on the grid spacing between similar recesses. A grid spacing of 5 cm has proven itself in this way, because in this way practically all spacing grids specified in practice can be implemented.
  • Fig. 4 shows an alternative embodiment of a reinforcement spacer in one Side view.
  • this Embodiment also provided recesses 33, which are particularly suitable for holding reinforcement bars to be laid horizontally.
  • the Recesses 33 are also suitable for receiving reinforcing bars 34, 35 with different diameters.
  • Such a reinforcement spacer can therefore both for the horizontal laying of a layer of reinforcing bars and alternatively also for the vertical laying of a layer of reinforcing bars.
  • FIG. 5 shows a further, alternative embodiment of a reinforcement spacer in a side view.
  • the reinforcement spacer in turn has an H-shaped design Profile rail 38 with a web 41, a first upper pair of legs 39 and a second lower pair of legs 40.
  • Both in the upper and in the lower Leg pair 39, 40 are alternately recesses 42, 43, 44, 45 different Dimension let in, making a total of four sizes of reinforcing bars are fixable in it.
  • a pair of legs 39 are on both sides of the Recesses 42, 43 bores 47, 48 are provided, in which clamping elements 50 can be fixed by means of locking cams 51, 52.
  • the clamping elements 50 are preferred attached over the largest recesses 42.
  • the clamping element 50 itself has a recess 53, which is provided for the clamping reception of reinforcing iron which have a smaller diameter than that in the recesses 42 reinforcement bars to be fixed.
  • a possible dimensioning of the reinforcement spacer could, for example, consist of 38 recesses in the profile rail 42, 43, 44, 45 for fixing reinforcing bars with diameters of 16, 14, 12 and 10mm are embedded, while differently dimensioned Clamping elements 50 for fixing reinforcing bars with diameters of, for example 8 and 6mm are provided. In other words, this means the clamping elements 50 only need to be used if "small" reinforcing bars with a diameter of 8 or 6mm can be fixed in the reinforcement spacer have to.
  • FIG. 6 shows a further, alternative embodiment of a reinforcement spacer in a side view.
  • a U-shaped profile rail 55 is provided, which has a lower pair of legs 56, which is connected by a web 57 with a flat top.
  • this web 57 there are bores 58 recessed, the fastening of differently dimensioned, bracket-like trained clamping elements 59, 60 serve.
  • the latter are with latches 61 provided, which are inserted into the bores 58 and held therein.
  • the clamping elements 59, 60 can also be provided with two locking lugs be, in which case the profile rail 55 of course with two corresponding Holes must be provided.
  • the provision of two locking lugs has the Advantage that the clamping elements are secured against rotation.
  • the exemplary embodiment is the web 57 with bores 62 for receiving fastening means Mistake. It goes without saying that in addition to the two clamping elements shown 59, 60 a variety of other, differently designed and / or dimensioned clamping elements can be used. This one too The exemplary embodiment is the web 57 with recesses for the flow of the concrete provided, these are not shown.
EP00811213A 2000-01-19 2000-12-20 Espaceur de renforcement positionnant des barres d'armature vis à vis d'un coffrage pour constructions de béton Expired - Lifetime EP1118730B1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
CH962000 2000-01-19
CH962000 2000-01-19
CH11272000 2000-06-08
CH11272000 2000-06-08

Publications (2)

Publication Number Publication Date
EP1118730A1 true EP1118730A1 (fr) 2001-07-25
EP1118730B1 EP1118730B1 (fr) 2005-01-19

Family

ID=25705064

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00811213A Expired - Lifetime EP1118730B1 (fr) 2000-01-19 2000-12-20 Espaceur de renforcement positionnant des barres d'armature vis à vis d'un coffrage pour constructions de béton

Country Status (3)

Country Link
EP (1) EP1118730B1 (fr)
AT (1) ATE287478T1 (fr)
DE (1) DE50009278D1 (fr)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1207354A3 (fr) * 2000-11-17 2003-05-28 Josef Steiner Barre de support, registre de chauffage ou de réfrigération et élément de construction plat de matière susceptible de durcir
WO2003095755A2 (fr) * 2002-05-13 2003-11-20 Dirk Bolt Systeme de construction modulaire
DE10251936A1 (de) * 2002-05-11 2003-12-04 Rehau Ag & Co Trägerelement für ein Betonkerntemperierungsmodul
AT502685B1 (de) * 2005-11-16 2007-05-15 Wavin Bv Deckensystem zur aufnahme von kühl- oder heizrohren
WO2008102185A2 (fr) * 2007-02-23 2008-08-28 Vasilios Tsakonas Equipement d'immobilisation pour armature en fer
DE102015104830A1 (de) * 2015-03-28 2016-09-29 Technische Universität Dresden Abstandhalter für Textilbewehrung
EP3601697A4 (fr) * 2017-03-29 2021-02-17 Jalt Technologies Pty Ltd Appareil pour mettre en place une armature en acier avant un coulage de béton
US20210189728A1 (en) * 2019-01-22 2021-06-24 Dwight Lamm Concrete form brace with multi-depth rebar positioning
AT17539U1 (de) * 2021-02-22 2022-07-15 Ke Kelit Gmbh Halteschiene
DE102021107467A1 (de) 2021-03-25 2022-09-29 Max Frank GmbH & Co Kommanditgesellschaft Abschalelement für den Betonbau
AT526536A4 (de) * 2023-07-06 2024-04-15 Ke Kelit Gmbh Halteschiene für Flächenheizungs- und/oder Flächenkühlungsrohre

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1280531B (de) * 1964-02-17 1968-10-17 Hans Georg Steffensen Abstandhalter fuer sich kreuzende Betonbewehrungsstaebe
GB1236436A (en) * 1968-09-13 1971-06-23 Alfred Vitezslav Schwarz Grid assembly for concrete reinforcing steel
EP0537728A1 (fr) * 1991-10-18 1993-04-21 Kunz GmbH & Co. Ecarteur pour fixer une armature, en particulier un grillage d'armature ou une poutre en treillis, contre un panneau de coffrage
CH683933A5 (de) * 1991-06-13 1994-06-15 Tegoma Ag Chur Distanzhalterleiste für Betonarmierungsmaterial.

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1280531B (de) * 1964-02-17 1968-10-17 Hans Georg Steffensen Abstandhalter fuer sich kreuzende Betonbewehrungsstaebe
GB1236436A (en) * 1968-09-13 1971-06-23 Alfred Vitezslav Schwarz Grid assembly for concrete reinforcing steel
CH683933A5 (de) * 1991-06-13 1994-06-15 Tegoma Ag Chur Distanzhalterleiste für Betonarmierungsmaterial.
EP0537728A1 (fr) * 1991-10-18 1993-04-21 Kunz GmbH & Co. Ecarteur pour fixer une armature, en particulier un grillage d'armature ou une poutre en treillis, contre un panneau de coffrage

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1207354A3 (fr) * 2000-11-17 2003-05-28 Josef Steiner Barre de support, registre de chauffage ou de réfrigération et élément de construction plat de matière susceptible de durcir
DE10251936A1 (de) * 2002-05-11 2003-12-04 Rehau Ag & Co Trägerelement für ein Betonkerntemperierungsmodul
DE10251936B4 (de) * 2002-05-11 2007-08-30 Rehau Ag + Co Trägerelement für ein Betonkerntemperierungsmodul
WO2003095755A2 (fr) * 2002-05-13 2003-11-20 Dirk Bolt Systeme de construction modulaire
WO2003095755A3 (fr) * 2002-05-13 2004-01-08 Dirk Bolt Systeme de construction modulaire
AT502685B1 (de) * 2005-11-16 2007-05-15 Wavin Bv Deckensystem zur aufnahme von kühl- oder heizrohren
WO2008102185A3 (fr) * 2007-02-23 2009-01-08 Vasilios Tsakonas Equipement d'immobilisation pour armature en fer
GR20070100118A (el) * 2007-02-23 2008-09-19 Βασιλειος Αθανασιου Τσακωνας Εξαρτημα ακινητοποιησης σιδηρου οπλισμου.
WO2008102185A2 (fr) * 2007-02-23 2008-08-28 Vasilios Tsakonas Equipement d'immobilisation pour armature en fer
DE102015104830A1 (de) * 2015-03-28 2016-09-29 Technische Universität Dresden Abstandhalter für Textilbewehrung
EP3601697A4 (fr) * 2017-03-29 2021-02-17 Jalt Technologies Pty Ltd Appareil pour mettre en place une armature en acier avant un coulage de béton
US20210189728A1 (en) * 2019-01-22 2021-06-24 Dwight Lamm Concrete form brace with multi-depth rebar positioning
US11391052B2 (en) * 2019-01-22 2022-07-19 Dwight Lamm Concrete form brace with multi-depth rebar positioning
AT17539U1 (de) * 2021-02-22 2022-07-15 Ke Kelit Gmbh Halteschiene
DE102021107467A1 (de) 2021-03-25 2022-09-29 Max Frank GmbH & Co Kommanditgesellschaft Abschalelement für den Betonbau
AT526536A4 (de) * 2023-07-06 2024-04-15 Ke Kelit Gmbh Halteschiene für Flächenheizungs- und/oder Flächenkühlungsrohre
AT526536B1 (de) * 2023-07-06 2024-04-15 Ke Kelit Gmbh Halteschiene für Flächenheizungs- und/oder Flächenkühlungsrohre

Also Published As

Publication number Publication date
DE50009278D1 (de) 2005-02-24
ATE287478T1 (de) 2005-02-15
EP1118730B1 (fr) 2005-01-19

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