EP2295667A1 - Elément d'armature pour le déplacement dans des composants en béton - Google Patents

Elément d'armature pour le déplacement dans des composants en béton Download PDF

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Publication number
EP2295667A1
EP2295667A1 EP10173376A EP10173376A EP2295667A1 EP 2295667 A1 EP2295667 A1 EP 2295667A1 EP 10173376 A EP10173376 A EP 10173376A EP 10173376 A EP10173376 A EP 10173376A EP 2295667 A1 EP2295667 A1 EP 2295667A1
Authority
EP
European Patent Office
Prior art keywords
element according
reinforcing element
reinforcing
bars
longitudinal
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
EP10173376A
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German (de)
English (en)
Other versions
EP2295667B1 (fr
Inventor
Pirmin Schuler
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.)
DEBRUNNER KOENIG MAN AG
Debrunner Koenig Management AG
Original Assignee
DEBRUNNER KOENIG MAN AG
Debrunner Koenig Management AG
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Application filed by DEBRUNNER KOENIG MAN AG, Debrunner Koenig Management AG filed Critical DEBRUNNER KOENIG MAN AG
Publication of EP2295667A1 publication Critical patent/EP2295667A1/fr
Application granted granted Critical
Publication of EP2295667B1 publication Critical patent/EP2295667B1/fr
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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
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
    • E04C5/04—Mats
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/0604—Prismatic or cylindrical reinforcement cages composed of longitudinal bars and open or closed stirrup rods

Definitions

  • the present invention relates to a reinforcing element, namely a reinforcing mesh or cage for laying in concrete components, consisting of longitudinal bars and associated transverse bars which partially or all terminal loops have.
  • reinforcing mats consist of longitudinal bars and associated cross bars, some or all of which have terminal loops. Wherein the loops are in the respective planes which span the parallel end portions of the looped longitudinal or transverse bars.
  • reinforcing mats are shown in the form of mats, in which the ends of the cross bars are formed into loops.
  • the loops serve here for the edge reinforcement of the reinforcement mats.
  • Another similar solution shows the document AT-A-377 564 , Again, mats are shown in which the cross bars are bent terminally by about 180 ° so that corresponding loops arise.
  • connection reinforcement baskets which have such loop-shaped bent transverse or longitudinal bars show the documents DE 10 2006 059366 in which all free ends of the upwardly projecting transverse rods are bent over by 180 °, while the document DE 10 2006 059365 a connection reinforcement basket shows in which the one free upwardly projecting ends of the cross bars are provided with bent by 180 ° loops, while the other free ends are secured by a virtually terminally welded longitudinal bar.
  • Reinforcement elements and in particular reinforcing baskets with such terminal open loops on the transverse or longitudinal rod ends are able to satisfy safety requirements, but they have significant disadvantages in use.
  • Reinforcement mats or reinforcing cages designed in this way must be stacked for transport.
  • these nets or baskets move relative to each other and when lifting for the purpose of loading, the nets or baskets bend elastically and in this case the formed terminal loops catch each other or with other transverse or longitudinal bars of adjacent reinforcing mats or baskets.
  • these baskets have to be laboriously separated again.
  • reinforcing mesh and reinforcing mat are in some sense synonyms for two-dimensionally designed reinforcing elements, but here the usual term reinforcing mat is preferred.
  • Reinforcement mats are usually laid horizontally in floor or ceiling slabs, but also in walls. Normally, in such a floor or ceiling panel, an upper reinforcement mat and a lower reinforcement mat are applied.
  • the longitudinal bars and cross bars are arranged according to specific needs, but usually so that all the longitudinal bars parallel to each other and all transverse bars parallel to each other.
  • the longitudinal bars and cross bars are orthogonal.
  • the special arrangement of the longitudinal bars and crossbars of a reinforcement mat are designed accordingly to the resulting reinforcement baskets.
  • the reinforcement cages result from one or more bends along corresponding bending lines. It is the usual norm that the cross bars all run at regular intervals while the longitudinal bars are mounted at the desired distances from each other.
  • the bending lines are correspondingly perpendicular to the direction of the transverse bars and thus parallel to the longitudinal bars.
  • FIG. 1 In the FIG. 1 are correspondingly the longitudinal bars with 1 and the transverse bars designated 2.
  • the outermost transverse bar is here designated 2 '.
  • the longitudinal bars 1 surmount with their free ends this outermost transverse bar 2 'only slightly.
  • the cross bars 2 including the outermost transverse bar 2 ' are on one side, in the drawing right, free and straight running ending. These straight ends of the cross bars are designated 20.
  • the opposite end of these cross bars is each provided with an at least approximately closed loop. This closed loop is designated 3. On the possible embodiments of the loops will be discussed later.
  • In the reinforcement net according to FIG. 1 here are two bending lines 4 drawn in dashed lines.
  • the at least approximately closed loops 3 run here in the plane which span the unbent longitudinal bars 1 and transverse bars 2. However, this is not mandatory.
  • the at least approximately closed loops 3 could also be formed running perpendicular to this plane spanned.
  • the choice of the direction of this at least approximately closed loops 3 depends essentially on whether this is a reinforcing mesh from the typical way a U-shaped connection reinforcement cage is made or an L-shaped reinforcement cage is to be formed.
  • loops 3 can unnecessarily constrict the space between the two parallel upwardly directed transverse rods. This is particularly problematic when both ends of the cross bars 2 are provided with corresponding at least approximately closed loops 3. Run the two bending lines 4 relatively close to each other so this problem is particularly serious. For these reasons, it will be preferable to attach the approximately closed loops 3 running in the network or mat plane.
  • FIG. 2 As already mentioned, a partial area of a reinforcement mat is shown. Only by way of example are all the ends of both the longitudinal bars 1 and the transverse bars 2 provided with loops 3, which are formed in a single bend and at least approximately closed. As already mentioned above, in the case of this reinforcing mat, which is shown only in a corner region, the course or the arrangement of the longitudinal bars 1 and the transverse bars 2 extend in an absolutely regular arrangement. At the intersections of the longitudinal bars 1 and the cross bars 2, these are connected to each other by a spot welding. The interfaces which are synonymous with the welding joints are denoted by 5.
  • FIG. 3 is now a reinforcing cage as a form of a reinforcing element in a perspective position after the bend along the two bending lines 4 in the FIG. 1 shown.
  • the cross bars form 2 U-shaped bracket, which are designated 22.
  • Each U-shaped bracket 22 now has two parallel legs 23 and 24 between which webs 25 are arranged. In the illustrated here, preferred embodiment, these webs 25 are free of longitudinal bars 1. This allows such a connection reinforcement even bring in when the upper reinforcement layer is already laid in a floor or ceiling slab.
  • loop-free legs 24 alternately bend upwards in the vertical and to arrange remaining in the horizontal.
  • a reinforcing cage in the last-described embodiment would consequently form the shape of a F in a side view in which the longitudinal bars 1 extend perpendicular to the plane of the drawing.
  • FIGS. 4 to 6 These two embodiments are shown in detail on a larger scale and explained below. Since the loops 3 on both longitudinal bars 1 as well as Cross bars 2 can be attached, these are designated 1, 2.
  • the rods 1,2 are made of ribbed round steel rods. In the drawing, the ribbing, which is also not essential to the invention omitted.
  • the rod 1, 2 bent over more than 180 °, wherein a bend portion 6 and a terminal, straight portion 7 are present. The bending portion 6 extends in this case by about 225 °.
  • the end 8 of the rod 1,2 touches approximately the straight, unbent portion of the rod 1,2.
  • the rod 1,2 has a diameter d 1 .
  • the most common diameter of such rods is between 6 and 12 mm. In the rarest cases, it will be possible to form the bend 6 so that the end 8 of the loop 3 comes to rest completely against the straight, unbent part of the rod 1, 2. This is not necessary. It is sufficient if the distance between the loop end 8 and the straight portion of the rod 1,2, which is referred to in the drawing d 2 , is less than or equal to the diameter d 1 , or corresponds to the gearfederweg at full bend. The usual tolerances in the construction sector are of course permitted.
  • the distance d 2 is defined by patent with a tolerance range that corresponds either to the diameter of the bent bar or the gearfederweg.
  • the in the FIG. 4 shown shape of the loop 3 in the form of a drop is particularly preferred.
  • This shape has the optimum shape with respect to the desired properties. Both with respect to the hooking or clawing of stacked reinforcing elements, namely of reinforcing mats or reinforcing mats or reinforcing cages, no problems were found in this embodiment. Likewise, the hooking the Vibrier regarding mecanic vibration needle during concreting in this embodiment is not given, just as the attached cable tends to hang.
  • the embodiment according to the FIG. 5 also has these advantages, but with respect to the possible hanging of the cable behind the loop, so in the area between the end 8 and the straight part of the rod 1.2 there is a slightly increased risk that this cable in this area at unfavorable Conditions can jam. Otherwise, the loop 3 has the same features as the loop according to the FIG. 4 with the difference that there is no straight section here. But such a straight section could also be present and the corresponding variant is in the FIG. 5 drawn in dashed lines.
  • the at least approximately closed loop 3 actually may be completely closed.
  • an end portion 9 is provided, which is shaped so that in the bent state of the loop 3 of this section 9 comes to rest parallel to the straight portion of the longitudinal or transverse bar.
  • a weld 10 of the section 9 can be realized with the bent portion of the longitudinal or transverse bar 1,2 easily.
  • the loop is not only at least approximately closed but actually closed. This can also be achieved in the embodiments described above by performing spot welding in the adjacent area during the execution of the bend, before the springing-back of the contacting parts.
  • loop shapes according to the FIGS. 4 and 5 have been realized by a single bend, loop shapes can be formed by two or more bends in the same or different direction.
  • FIGS. 7 to 9 are purely, for example, three such loop shapes shown.
  • the variant according to the FIG. 6 requires a reverse bend 8 in the loop end region to achieve at least approximate parallelism of the section 9 to the unbent rod.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
EP20100173376 2009-09-10 2010-08-19 Elément d'armature pour la pose dans des composants en béton Active EP2295667B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CH14042009A CH701796A2 (de) 2009-09-10 2009-09-10 Bewehrungselement zur Verlegung in Betonbauteile.

Publications (2)

Publication Number Publication Date
EP2295667A1 true EP2295667A1 (fr) 2011-03-16
EP2295667B1 EP2295667B1 (fr) 2012-05-23

Family

ID=43064463

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20100173376 Active EP2295667B1 (fr) 2009-09-10 2010-08-19 Elément d'armature pour la pose dans des composants en béton

Country Status (2)

Country Link
EP (1) EP2295667B1 (fr)
CH (1) CH701796A2 (fr)

Citations (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3191509A (en) * 1961-01-12 1965-06-29 Bethlehem Steel Corp Folding mat
EP0034332A2 (fr) 1980-02-14 1981-08-26 Eberhard Schöck Elément de construction pour l'isolation thermique de bâtiments
EP0119165A2 (fr) 1983-03-11 1984-09-19 Walter Egger Elément de raccordement pour plaque en porte-à-faux
AT377564B (de) 1981-11-20 1985-04-10 Avi Alpenlaendische Vered Bewehrungsmatte fuer stahlbeton
EP0570717A1 (fr) * 1992-04-23 1993-11-24 Rolf Dipl.-Ing. Blasy Elément d'armature pour raccordement
AU649985B2 (en) * 1989-12-22 1994-06-09 Aquila Steel Company Limited A prefabricated reinforcement system
JPH08209858A (ja) 1995-01-31 1996-08-13 Maeda Corp 鉄筋篭およびその組み立て方法
WO2002038884A1 (fr) 2000-11-08 2002-05-16 Avi Alpenländische Veredelungs-Industrie Gesellschaft M.B.H. Treillis d'armature pour beton arme
KR20020039389A (ko) * 2000-11-21 2002-05-27 유성권 스테인레스 스틸 와이어 메쉬
JP2003328499A (ja) * 2002-05-08 2003-11-19 Toshiaki Ota 長繊維強化プラスチック補強体及び長繊維強化プラスチック補強網体
DE102006059366A1 (de) 2005-12-21 2007-06-28 Fischer Rista Ag Bewehrungskorb II
DE102006059365A1 (de) 2005-12-21 2007-06-28 Fischer Rista Ag Bewehrungskorb
EP1741851B1 (fr) 2005-07-04 2008-08-13 Ruwa-Drahtschweisswerk Ag Grillage d'armature pour béton armé et procédé pour la fabrication d'une armature de paroi

Patent Citations (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3191509A (en) * 1961-01-12 1965-06-29 Bethlehem Steel Corp Folding mat
EP0034332A2 (fr) 1980-02-14 1981-08-26 Eberhard Schöck Elément de construction pour l'isolation thermique de bâtiments
AT377564B (de) 1981-11-20 1985-04-10 Avi Alpenlaendische Vered Bewehrungsmatte fuer stahlbeton
EP0119165A2 (fr) 1983-03-11 1984-09-19 Walter Egger Elément de raccordement pour plaque en porte-à-faux
AU649985B2 (en) * 1989-12-22 1994-06-09 Aquila Steel Company Limited A prefabricated reinforcement system
EP0570717A1 (fr) * 1992-04-23 1993-11-24 Rolf Dipl.-Ing. Blasy Elément d'armature pour raccordement
JPH08209858A (ja) 1995-01-31 1996-08-13 Maeda Corp 鉄筋篭およびその組み立て方法
WO2002038884A1 (fr) 2000-11-08 2002-05-16 Avi Alpenländische Veredelungs-Industrie Gesellschaft M.B.H. Treillis d'armature pour beton arme
KR20020039389A (ko) * 2000-11-21 2002-05-27 유성권 스테인레스 스틸 와이어 메쉬
JP2003328499A (ja) * 2002-05-08 2003-11-19 Toshiaki Ota 長繊維強化プラスチック補強体及び長繊維強化プラスチック補強網体
EP1741851B1 (fr) 2005-07-04 2008-08-13 Ruwa-Drahtschweisswerk Ag Grillage d'armature pour béton armé et procédé pour la fabrication d'une armature de paroi
DE102006059366A1 (de) 2005-12-21 2007-06-28 Fischer Rista Ag Bewehrungskorb II
DE102006059365A1 (de) 2005-12-21 2007-06-28 Fischer Rista Ag Bewehrungskorb

Also Published As

Publication number Publication date
EP2295667B1 (fr) 2012-05-23
CH701796A2 (de) 2011-03-15

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