EP2993281B1 - Bewehrungseinrichtung - Google Patents

Bewehrungseinrichtung Download PDF

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Publication number
EP2993281B1
EP2993281B1 EP14183567.8A EP14183567A EP2993281B1 EP 2993281 B1 EP2993281 B1 EP 2993281B1 EP 14183567 A EP14183567 A EP 14183567A EP 2993281 B1 EP2993281 B1 EP 2993281B1
Authority
EP
European Patent Office
Prior art keywords
curved portion
rectilinear
reinforcement means
building
portions
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.)
Not-in-force
Application number
EP14183567.8A
Other languages
English (en)
French (fr)
Other versions
EP2993281A1 (de
Inventor
Pierre Fehr
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.)
Fehr Groupe SAS
Original Assignee
Fehr Groupe SAS
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 Fehr Groupe SAS filed Critical Fehr Groupe SAS
Priority to ES14183567.8T priority Critical patent/ES2656111T3/es
Priority to EP14183567.8A priority patent/EP2993281B1/de
Publication of EP2993281A1 publication Critical patent/EP2993281A1/de
Application granted granted Critical
Publication of EP2993281B1 publication Critical patent/EP2993281B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • 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
    • E04C5/161—Protective caps for the ends of reinforcing bars
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/32—Safety or protective measures for persons during the construction of buildings
    • E04G21/3204—Safety or protective measures for persons during the construction of buildings against falling down
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/32—Safety or protective measures for persons during the construction of buildings
    • E04G21/3204—Safety or protective measures for persons during the construction of buildings against falling down
    • E04G21/3252—Protections, e.g. cover, caps, against impaling on starter reinforcement bars

Definitions

  • the present invention relates to a reinforcing device for a building element of a building.
  • This invention also relates to such a construction element of a building and a method of building a building implementing such a reinforcing device.
  • This invention relates to the field of the building and, more particularly, that of the parts used in the construction of a building, more specifically that of the reinforcing pieces intended to stiffen such a building and / or to connect together two elements of construction that includes such a building.
  • building elements that can, then, take the form of a foundation, a slab, a wall, including a precast wall.
  • Such a construction element then comprises, on the one hand, a concrete base and, on the other hand, at least one waiting frame extending partly inside this base and partly outside. of this base, this from this base and, in particular, vertically.
  • Such a pending frame usually adopts the shape of an iron which usually extends vertically and which has a free end likely to cause injury to operators involved in a construction site.
  • This solution consists of deforming the iron of the armature so as to give its free end a curved shape, especially in a loop.
  • the presence of such a loop is not allowed in a construction seismic zone so it should be deleted.
  • Such deletion is ensured by cutting such a loop, this during a long and tedious operation, requiring special tools and the intervention of an operator. This operation must be ensured before placing the precast wall and leads, for a certain time at least, the appearance of irons whose free end is, again, likely to cause injury.
  • the present invention is intended to overcome the disadvantages of the armature devices of the state of the art.
  • the invention relates to a reinforcement device according to claim 1.
  • the rectilinear portion (s) and / or the divisible portion of divisible nature are designed to be cut, sectioned, sawn, broken or broken.
  • the invention also relates to a construction element of a building.
  • This construction element comprises, on the one hand, a concrete base and, on the other hand, at least one waiting reinforcement device extending partly inside this base and partly outside. of this base, this from this base, especially vertically.
  • the at least one reinforcing frame device is constituted by a reinforcing device having the characteristics described above.
  • the invention also relates to a seismic building comprising at least one reinforcing device having the characteristics described above and / or comprising at least one construction element having the characteristics described above.
  • the invention also relates to a method of constructing a building, this method consisting in positioning a precoated wall on a building element comprising at least one armature device waiting.
  • the construction element has the characteristics described above and, on the other hand, the method consists of dividing the rectilinear portion (s) and / or the curved portion of nature. divisible armature device pending, this before or during positioning of the precast wall on the building element.
  • the reinforcement device of the invention comprises at least one rectilinear portion and / or a curved portion of divisible nature. This makes it possible, advantageously, to divide such a portion (rectilinear or curved) and, thus, to eliminate the curved portion of such a reinforcing device (more particularly a return that comprises such a reinforcing device and which is defined by such a curved portion) so as to make this reinforcing device compatible with use in seismic zone.
  • the rectilinear portion (s) and / or the curved portion may, advantageously, be designed so that such a division can be easily achieved by such an operator, this manually (more particularly by breaking or breaking), or even using a traditional tool (especially by cutting, cutting or sawing).
  • this or these rectilinear portions and / or this curved portion can also be designed so that it can be divided under the effect of a stress exerted on such a portion by a precoated wall when it is positioned on a construction element incorporating such a reinforcement device pending, this without the particular intervention of an operator and without the use of a particular tool, more particularly by breaking or breaking.
  • the rectilinear portion (s) and / or the curved portion may also be designed so that the division of such a portion can occur later in the construction of the building and during the life of this building, without intervention. human and during a stress exerted by a seismic action.
  • This advantageously makes it possible to avoid dividing such a reinforcing device during the construction of the building and thus to save a considerable time for the construction of this building.
  • reinforcing devices according to the invention for the construction of a building makes it possible, in the event of stress exerted by a seismic action, to divide such a reinforcing device which, because of this division , would then no longer return that define the curved portion of such a device frame.
  • the present invention relates to the field of the building and, more particularly, that of the parts used in the construction of a building, more specifically that of the rooms. constituting reinforcement devices intended to stiffen such a building and / or to connect together two construction elements that comprise such a building.
  • such a construction element 1 can take the form of a foundation, a slab, a slab, a floor, a wall, a premur, a a precast wall, a beam, a beam or other.
  • This construction element 1 then comprises, on the one hand, a base 2 made of concrete and, on the other hand, at least one reinforcing device 3, and even and preferably a plurality of these reinforcing devices 3.
  • Such a reinforcement device 3 can be constituted by a reinforcement device 3 which is said to be waiting and which extends partly inside said base 2 as well as partly outside this base 2 , this from this base 2 and, in particular, vertically.
  • the invention relates, then, to such a reinforcing device 3 for such a building element 1 of a building, more particularly a reinforcement device 3 waiting for such a building element 1 of a building.
  • Such a reinforcing device 3 adopts the shape of an iron and has a curved portion 4 having two ends (40; 40 ').
  • Such a reinforcing device 1 also comprises at least one rectilinear portion (5; 5 ') lying in the extension of the curved portion 4.
  • a first type of realization illustrated Figures 1 and 2 consists in that such a reinforcing device 3 comprises a curved portion 4 and a single straight portion 5 located in the extension of the curved portion 4, more particularly in the extension of one 40 of the ends (40; 40 ') of this curved portion 4. The other end 40' of this curved portion remains free.
  • the curved portion 4 can adopt a "U" shape and define a return, or even constitute an open loop.
  • such a reinforcing device 3 comprises two rectilinear portions (5; 5 '), one of which is in the extension of one 40 of the ends (40; 40 ') of the curved portion 4 while the other 5' is in the extension of the other end 40 'of this curved portion 4.
  • these two straight portions (5; 5 ') are preferably parallel.
  • the curved portion 4 adopts a "U" shape and defines a return, or even constitutes an open loop.
  • the rectilinear portion or portions (5; 5 ') and / or the curved portion 4 of the reinforcement device 3 are of divisible nature.
  • a first type of embodiment consists in that the reinforcing device 3 comprises a single straight portion 5.
  • this rectilinear portion 5 which is of divisible nature.
  • a second type of embodiment consists in that the reinforcing device 3 comprises two rectilinear portions (5; 5 ').
  • Another feature of the invention consists in that the rectilinear portion or portions (5; 5 ') and / or the curved portion 4 of divisible nature are designed to be cut, sectioned, sawn, broken or broken.
  • this or these rectilinear portions (5; 5 ') and / or this curved portion 4 are designed to be easily divisible, especially manually by an operator (for example by breaking or breaking), using a traditional tool (for example by cutting, cutting or sawing), or under the effect of a constraint (for example by breaking or breaking) as will be described in more detail below.
  • Another characteristic of the invention consists in that the rectilinear portion or portions (5; 5 ') and / or the curved portion 4 comprise at least one embrittlement means 6 for weakening such a portion (5; 5'; 4) in order to make such a portion (5; 5 '; 4) divisible.
  • embrittlement means 6 constitutes a breaking point facilitating the division of such a rectilinear portion (5; 5 ') and / or of such a curved portion 4.
  • this embrittlement means 6 consists of a notch 60 that comprises the rectilinear portion or portions (5; 5 ') and / or the curved portion 6.
  • the embrittlement means 6 can be constituted by a portion, which comprises the rectilinear portion or portions (5; 5 ') and / or the curved portion 4, and which is section reduced with respect to the rest of such a rectilinear (5; 5 ') or curved portion 4.
  • the embrittlement means 6 may be constituted by a portion, that comprise the rectilinear portion or portions (5; 5 ') and / or the curved portion 4, and which is made of a distinct material and of lesser resistance to the material in which the remainder of such a rectilinear (5; 5 ') or curved portion 4 is made.
  • the rectilinear portion or portions (5; 5 ') and / or the curved portion 4 are made of steel while the embrittlement means 6 is constituted by a part, which comprises or the rectilinear portions (5; 5 ') and / or the curved portion 4, and which is made of a different grade of steel and of lesser strength than the steel grade in which the remainder of such a rectilinear portion is made; (5; 5 ') or curved 4.
  • the armature device 3 adopts the shape of an iron and has a curved portion 4 having two ends (40; 40 ').
  • such an iron is constituted by a bar, a rod or the like curved.
  • such a rod or such rod is bent near an end of such a bar or such rod.
  • such a bar or such rod is bent in the middle part of such a bar or such rod, this middle part being located between the two ends of such bar or rod.
  • such a rod substantially equidistant from these two ends.
  • the iron of the reinforcing device 3 then comprises, on the one hand, the curved portion 4 and, on the other hand, the rectilinear portion or portions (5; 5 ') of this reinforcing device 3.
  • Such an iron has a diameter of between 4 and 25 mm, preferably between 6 and 20 mm.
  • Such an iron is preferably made of steel.
  • the invention relates to a reinforcement device 3 for a building element 1 of a building.
  • the invention relates, more particularly, to a reinforcement device 3 (having the characteristics described above) for a building element 1 of a seismic building.
  • the invention also relates to a reinforcement device 3 waiting constituted by a reinforcing device 3 as described above and having the characteristics of such a reinforcement device 3 described above.
  • the invention relates to a reinforcement device 3 for a building element 1 of a building.
  • the invention relates, more particularly, to a reinforcement device 3 waiting for a building element 1 of a building, this reinforcement device 3 waiting having the characteristics described above.
  • the invention relates to a reinforcement device 3 waiting for a building element 1 of a seismic building.
  • the invention also relates to a building element 1 of a building, this building element 1 comprising, on the one hand, a base 2 made of concrete and, on the other hand, at least one reinforcement device 3 made of concrete. waiting extending partially inside this base 2 and partly outside this base 2, this from this base 2, in particular, vertical manner.
  • the armor device (s) 3 waiting have the characteristics described above.
  • such a construction element 1 may be constituted by a foundation (preferred embodiment of the invention), a slab, a pre-slab, a floor, a wall, a premur, a precast wall, a beam, a beam Or other.
  • the invention relates, more particularly, to a building element 1 of a seismic building, this building element 1 having the characteristics described above.
  • the invention also relates to a seismic building comprising at least one reinforcing device 3 having the characteristics described above.
  • the invention relates to a seismic building comprising at least one armature device 3 waiting having the characteristics described above.
  • the invention also relates to a seismic building comprising at least one building element 1 having the characteristics described above.
  • the invention still relates to a method of constructing a building.
  • This method consists in positioning a precoated wall on a building element 1 comprising at least one reinforcement device 3 on standby.
  • the construction element 1 has the characteristics described above (in particular this construction element 1 comprises at least one reinforcement device 3 waiting in accordance with the invention) and on the other hand, this method consists in dividing by means of embrittlement (6) the rectilinear portion or portions (5; 5 ') and / or the curved portion 4 of divisible nature of the device. reinforcement 3 on hold, this before or during the positioning of the precast wall on the construction element 1.
  • such a division can be carried out by cutting, cutting, sawing, breaking or breaking.
  • a first embodiment consists in dividing such a portion (5; 5 '; 4) before positioning the precoated wall on the building element, by cutting, cutting, sawing, breaking or breaking.
  • a division can be performed by an operator.
  • the rectilinear portion or portions (5; 5 ') and / or the curved portion 4 can then be designed so that such division can be easily performed by such an operator, this manually (more particularly by breaking or breaking) or using a traditional tool (especially by cutting, cutting or sawing).
  • the straight portion or portions (5; 5 ') and / or the curved portion 4 of divisible nature of the reinforcement device 3 are suspended during the positioning of the precast wall. by breaking or breaking and under the effect of a stress, in particular of an impact, exerted on such a rectilinear (5; 5 ') or curved portion 4, by this precoated wall, more particularly by a reinforcement which comprises such a precast wall.
  • This or these rectilinear portions (5; 5 ') and / or this curved portion 4 can then be designed so as to be divided under the effect of such a constraint.
  • this rectilinear portion or portions (5; 5 ') and / or of this curved portion 4 may occur later in the construction of the building and during the life of this building, this without human intervention and during a constraint exerted by a seismic action.
  • Such a rectilinear portion and / or such a curved portion can then be designed so that such a division of such a portion can occur in such a manner.
  • the invention also relates to a method of constructing a seismic building, this method consisting, in particular, in using at least one reinforcing device 3 (more particularly a reinforcement device 3 on standby) described herein. above and / or at least one construction element 1 described above.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Claims (14)

  1. Bewehrungseinrichtung (3) für ein Bauelement (1) eines Gebäudes, wobei eine solche Einrichtung (3) die Form eines Eisens annimmt und einen gebogenen Teil (4) sowie mindestens einen geradlinigen Teil (5 ; 5') umfasst, der sich in der Verlängerung des gebogenen Teils (4) befindet, dadurch gekennzeichnet, dass der bzw. die geradlinigen Teile (5 ; 5) und/oder der gebogene Teil (4) mindestens ein Schwächungsmittel (6) zum Schwächen eines solchen Teils (4 ; 5 ; 5') umfasst, und zwar um einen solchen Teil (4 ; 5 ; 5') teilbar zu machen.
  2. Bewehrungseinrichtung (3) nach Anspruch 1, dadurch gekennzeichnet, dass sie, einerseits, einen gebogenen Teil (4), der zwei Enden (40 ; 40') aufweist, und, andererseits, zwei geradlinige Teile (5 ; 5'), von denen sich der eine (5) in der Verlängerung von einem (40) der Enden (40 ; 40') des gebogenen Teils (4) befindet und der andere (5') sich in der Verlängerung des anderen Endes (40') dieses gebogenen Teils (4) befindet, und dass dieser gebogene Teil (4) und/oder diese zwei geradlinigen Teile (5 ; 5') teilbarer Art sind.
  3. Bewehrungseinrichtung (3) nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass der bzw. die geradlinigen Teile (5 ; 5') und/oder der gebogene Teil (4) teilbarer Art ausgebildet sind, um abgeschnitten, abgetrennt, gesägt, zerschmettert oder gebrochen zu werden.
  4. Bewehrungseinrichtung (3) nach irgendeinem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass das Schwächungsmittel (6) aus einer Kerbe (60) besteht, welche der bzw. die geradlinigen Teile (5 ; 5') und/oder der gebogene Teil (4) umfassen.
  5. Bewehrungseinrichtung (3) nach irgendeinem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass das Schwächungsmittel (6) aus einem Teil besteht, welchen der bzw. die geradlinigen Teile (5 ; 5') und/oder der gebogene Teil (4) umfassen, und die einen verringerten Querschnitt im Vergleich mit dem Rest eines solchen geradlinigen (5 ; 5') oder gebogenen (4) Teils aufweist.
  6. Bewehrungseinrichtung (3) nach irgendeinem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass das Eisen aus einem Stab, einer Stange oder dergleichen besteht, der/die gebogen ist, insbesondere in der Nahe eines Endes oder im mittleren Teil eines solchen Stabs, einer solchen Stange oder dergleichen, und zwar um den besagten gebogenen Teil (4) zu definieren.
  7. Bewehrungseinrichtung (3) nach irgendeinem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass das Eisen einen Durchmesser zwischen 4 und 25 mm, vorzugsweise zwischen 6 und 20 mm, aufweist.
  8. Bauelement (1) eines Gebäudes, wobei dieses Bauelement (1) einerseits eine Basis (2) aus Beton und andererseits mindestens eine Zwischenbewehrungseinrichtung (3), die sich teilweise innerhalb dieser Basis (2) und teilweise außerhalb dieser Basis (2), ab dieser Basis (2) erstreckt, aufweist, dadurch gekennzeichnet, dass die Zwischenbewehrungseinrichtung bzw- -einrichtungen (3) aus einer Bewehrungseinrichtung (3) nach irgendeinem der vorhergehenden Ansprüche bestehen.
  9. Bauelement (1) nach Anspruch 8, dadurch gekennzeichnet, dass das Bauelement (1) aus einem Fundament, einer Bodenplatte, einer Vorplatte, einem Boden, einer Wand, einer Vorwand, einer vorverschalten Wand, einem Träger oder einem Balken besteht.
  10. Erdbebensicheres Gebäude, umfassend mindestens eine Bewehrungseinrichtung (3), dadurch gekennzeichnet, dass die Bewehrungseinrichtung bzw. -einrichtungen (3) nach irgendeinem der Ansprüche 1 bis 7 sind.
  11. Erdbebensicheres Gebäude, umfassend mindestens einem Bauelement (1), dadurch gekennzeichnet, dass das bzw. die Bauelemente (1) nach irgendeinem der Ansprüche 8 oder 9 sind.
  12. Verfahren zum Bauen eines Gebäudes, wobei dieses Verfahren darin besteht, dass eine vorverschalte Wand auf einem Bauelement (1) positioniert wird, das mindestens eine Zwischenbewehrungseinrichtung (3) umfasst, dadurch gekennzeichnet, dass einerseits das Bauelement (1) nach irgendeinem der Ansprüche 8 oder 9 ist, und andererseits, dass das Verfahren darin besteht, dass das bzw. die geradlinigen Teile (5 ; 5') und/oder der gebogene Teil (4) teilbarer Art der Zwischenbewehrungseinrichtung (3) am Schwächungsmittel (6) geteilt werden, und zwar vor oder während der Positionierung der vorverschalten Wand auf dem Bauelement (1).
  13. Bauverfahren nach Anspruch 12, dadurch gekennzeichnet, dass der bzw. die geradlinigen Teile (5 ; 5') und/oder der gebogene Teil (4) teilbarer Art der Zwischenbewehrungseinrichtung (3) während der Positionierung der vorschalten Wand geteilt wird, und zwar durch Zerschlagen oder Brechen und unter der Wirkung einer Beanspruchung, nämlich eines durch diese vorverschalte Wand, insbesondere durch eine Bewehrung, welche diese vorverschalte Wand umfasst, auf einen solchen geradlinigen (5 ; 5') oder gebogenen (4) Teil ausgeübten Stoßes.
  14. Bauverfahren nach Anspruch 12, dadurch gekennzeichnet, dass der bzw. die geradlinigen Teile (5 ; 5') und/oder der gebogene Teil (4) teilbarer Art der Zwischenbewehrungseinrichtung (3) vor der Positionierung der vorverschalten Wand geteilt werden, und zwar durch einen Bediener und durch Abschneiden, Trennen, Sägen, Zerschmettern oder Brechen.
EP14183567.8A 2014-09-04 2014-09-04 Bewehrungseinrichtung Not-in-force EP2993281B1 (de)

Priority Applications (2)

Application Number Priority Date Filing Date Title
ES14183567.8T ES2656111T3 (es) 2014-09-04 2014-09-04 Dispositivo de armazón
EP14183567.8A EP2993281B1 (de) 2014-09-04 2014-09-04 Bewehrungseinrichtung

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP14183567.8A EP2993281B1 (de) 2014-09-04 2014-09-04 Bewehrungseinrichtung

Publications (2)

Publication Number Publication Date
EP2993281A1 EP2993281A1 (de) 2016-03-09
EP2993281B1 true EP2993281B1 (de) 2017-11-01

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP14183567.8A Not-in-force EP2993281B1 (de) 2014-09-04 2014-09-04 Bewehrungseinrichtung

Country Status (2)

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EP (1) EP2993281B1 (de)
ES (1) ES2656111T3 (de)

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1601869A (de) * 1968-11-08 1970-09-21
JP4718710B2 (ja) * 2001-04-11 2011-07-06 ジーオーピー株式会社 鉄筋保護キャップの抜け止め方法
GB2464220B (en) * 2009-12-11 2010-08-25 Martin Ansell An arrangement including concrete reinforcement bars and a safety device

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
ES2656111T3 (es) 2018-02-23
EP2993281A1 (de) 2016-03-09

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