EP0432121B1 - Méthode de production d'armature pour éléments en béton, de préférence pour pieux en béton, armature et élément d'entretoise incorporée dans celle-ci - Google Patents

Méthode de production d'armature pour éléments en béton, de préférence pour pieux en béton, armature et élément d'entretoise incorporée dans celle-ci Download PDF

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Publication number
EP0432121B1
EP0432121B1 EP90850388A EP90850388A EP0432121B1 EP 0432121 B1 EP0432121 B1 EP 0432121B1 EP 90850388 A EP90850388 A EP 90850388A EP 90850388 A EP90850388 A EP 90850388A EP 0432121 B1 EP0432121 B1 EP 0432121B1
Authority
EP
European Patent Office
Prior art keywords
coil
reinforcing bars
reinforcement
concrete
bars
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.)
Expired - Lifetime
Application number
EP90850388A
Other languages
German (de)
English (en)
Other versions
EP0432121A1 (fr
Inventor
Gunnar Berntsson
Bengt-Olov Bäck
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.)
PALGRUPPEN GEOMEKAN AB
Original Assignee
PALGRUPPEN GEOMEKAN AB
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 PALGRUPPEN GEOMEKAN AB filed Critical PALGRUPPEN GEOMEKAN AB
Priority to AT90850388T priority Critical patent/ATE96193T1/de
Publication of EP0432121A1 publication Critical patent/EP0432121A1/fr
Application granted granted Critical
Publication of EP0432121B1 publication Critical patent/EP0432121B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E04C5/162—Connectors or means for connecting parts for reinforcements
    • E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21F—WORKING OR PROCESSING OF METAL WIRE
    • B21F27/00—Making wire network, i.e. wire nets
    • B21F27/12—Making special types or portions of network by methods or means specially adapted therefor
    • B21F27/121—Making special types or portions of network by methods or means specially adapted therefor of tubular form, e.g. as reinforcements for pipes or pillars
    • B21F27/122—Making special types or portions of network by methods or means specially adapted therefor of tubular form, e.g. as reinforcements for pipes or pillars by attaching a continuous stirrup to longitudinal wires
    • 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 [3D] extent, e.g. lattice girders
    • E04C5/0604—Prismatic or cylindrical reinforcement cages composed of longitudinal bars and open or closed stirrup rods
    • E04C5/0618—Closed cages with spiral- or coil-shaped stirrup rod

Definitions

  • the present invention relates to a method for production of reinforcement for concrete members, preferably concrete piles, according to the preamble of claim 1, reinforcement for concrete members according to the preamble of claim 5 and a strut member intended for such reinforcement according to the preamble of claim 7.
  • piles play an important role in connection with ground strengthening.
  • the piles normally comprise an inner reinforcement of steel and a concrete body cast around the reinforcement, in most cases with some form of end strengthening.
  • a known technique for producing such piles comprises elongating a steel wire in the form of a compact coil to an extented coil, placing the elongated coil on a height-adjustable support and, by means of a feeding device, inserting reinforcing iron bars into the extended coil on the support.
  • the support is height-adjustable and in a first phase two reinforcing bars or two groups of such bars are fed in and placed mutually spaced apart in the horizontal plane. Thereafter these bars are affixed to the elongated steel wire coil by means of a binding operation which can comprise binding at mutually spaced locations, for example in the order of one meter apart.
  • This attachment can be seen as maintaining the bars by means of binding wires in which the bars quite simply hang.
  • the binding is a totally manual operation which requires great speed and which, because of its monotony, becomes extremely tiring in the long run.
  • a method of producing reinforcement for concrete members is known from FR-E-19 585 in which reinforcing bars are initially affixed to the interior of an outer coil before a second coil is introduced within the extended coil which, when relaxed, holds the reinforcing bars against the outer coil.
  • GB-A-21,851 discloses a reinforced construction in which reinforcing rods are held in spaced relationship by means of specially formed wire ties. Struts may be used to assist the action of the ties in stiffening the reinforcing rods.
  • FR-A-2 146 170 discloses a distance element in the form of a cross which is used to maintain reinforcing. rods in spaced relationship.
  • the invention accordingly provides a method for producing reinforcement for concrete members, preferably concrete piles, having the features of claim 1.
  • the invention also provides reinforcement for concrete members, preferably concrete piles, having the features of claim 5.
  • the invention also provides a strut member intended for reinforcement and having the features of claim 7.
  • the invention relates also to a concrete member, preferably a concrete pile, provided with the said reinforcement.
  • Figure reference numeral 10 in Fig. 1 refers to a wound steel wire compact coil and figure reference numeral 10' refers to the same steel wire but elongated to an extended coil 10'.
  • This coil 10' can have a length of for example several meters, say four to eight meters, and is placed on height-adjustable supports 11,12 and 13. Holders 14,15 and 16 on these supports fix the coil 10' in its extended condition and thus counteract the spring force therein.
  • FIGS. 17,18 and 19 indicate that respective supports are height-adjustable.
  • a first vertical position of the supports a first set of reinforcing bars 20 is fed in between a pair of rollers 21,22 of which one is a driven roller.
  • Individual reinforcing bars 20 or a plurality thereof, for example two, are laid in the first vertical position such that they extend along the whole coil 10' and have a certain mutual spacing in the horizontal plane.
  • the supports 11,12 and 13 are lowered a little, sufficiently for the subsequent batch of reinforcing bars 20 to be able to be positioned, so that they are placed with mutual spacing in the horizontal plane at a level substantially in contact with the inside of the coil 10'.
  • the reinforcing bars With the reinforcing bars and the supports in this position, the reinforcing bars are temporarily fixed in their positions by means of spacing members of the type shown in Fig. 5.
  • the spacing members can be placed not only diagonally, but also along the sides of the imaginary rectangle.
  • Fig. 4 shows four reinforcing bars 20 placed so that the four-sided cross-section 23 shown with dashed lines is formed.
  • the broken lines 24,25 indicate that a section of the elongated coil 10' somewhere between its ends is being considered, which ends, as mentioned earlier, are temporarily fixed by means of spacing members of the type shown in Fig. 5, or shorter such members placed along the sides of the imaginary rectangle.
  • spacing members of the type shown in Fig. 5, or shorter such members placed along the sides of the imaginary rectangle.
  • the tensioning- or strut members 26 are shown in the form of elongated struts with a notch 27 symmetrically located relative to the strut in the one end and a notch 28 turned through 90° with respect to the notch 27.
  • the notch 27 is placed over its corresponding reinforcing bar and, by means of for example a rubber mallet, the notch 28 is banged into place on its reinforcing bar 20.
  • strut or tensioning member is introduced at a suitable spacing from the former, for example in the order of one meter.
  • the latter strut 26 is oriented so that it is in a different diagonal direction in relation to the first strut.
  • the struts 26 are used as means for pressing the reinforcing bars outwards against the inside of the coil, a robust and easily reproducable arrangement for effecting stability of the pile reinforcement is provided, at the same time that this is achieved with a number of simple manual operations.
  • the need for the binding wires along with their unpredictable retaining ability is accordingly avoided and there is further no need for any welding with the troublesome weld fumes emitted therefrom.
  • Fig. 6 it is shown how three reinforcing bars 20 in cross-section are located by means of another type of tensioning-strut arrangement 26.
  • a tensioning-strut arrangement 26b is given in Fig. 7 which cooperates with all four sets of reinforcing bars 20.
  • Fig. 8 shows another type of four-cornered supporting tensioning- or strut arrangement in the form of a four-sided frame.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Processing And Handling Of Plastics And Other Materials For Molding In General (AREA)
  • Producing Shaped Articles From Materials (AREA)
  • Rod-Shaped Construction Members (AREA)

Claims (8)

  1. Procédé de fabrication d'armature pour éléments en béton, de préférence pour pieux en béton, dans lesquels un fil d'acier (10) est conformé en bobine allongée (10') et des barres d'armature (20) sont placées à l'intérieur de la bobine (10') et dans lesquels des moyens (26, 26a, 26b, 26c) sont disposés de façon à maintenir ensemble la bobine et les barres d'armature, caractérisé en ce que la bobine (10') et les barres d'armature (20) sont amenées à être tenues ensemble par une pluralité d'éléments de tension (26, 26a, 26b, 26c) poussés contre, et agissant entre, au moins deux barres d'armature (20) ou groupes de barres de façon à être en prise avec elles, lesdits éléments de tension poussant les barres d'armature au contact de la bobine, ce qui permet de se passer de liens.
  2. Procédé selon la revendication 1, dans lequel des barres d'armature (20), ou des groupes de barres forment les angles d'un rectangle imaginaire vu en section transversale, caractérisé en ce que les moyens de tension (26) sont conçus en tant qu'entretoises agissant en diagonale dans ledit rectangle de façon qu'une entretoise soit disposée dans la première direction diagonale et que l'entretoise voisine soit disposée dans la seconde direction diagonale.
  3. Procédé selon la revendication 1, caractérisé en ce que les moyens de tension (26a) sont formés et placés de manière tel qu'ils pressent trois barres d'armature ou groupes d'entre elles contre la bobine, lesdites barres ou groupes de barres étant disposées de manière proche et réparties sur la circonférence de la bobine.
  4. Procédé selon la revendication 1, caractérisé en ce que les moyens de tension (26b, 26c) sont agencés et disposés de façon à presser toutes les barres d'armature ou groupes de barres contre la bobine.
  5. Armature pour éléments de béton, de préférence pieux en béton, comprenant un fil d'acier conformé en bobine allongée et des barres d'armature placées à l'intérieur sur toute la longueur de la bobine, et des moyens (26, 26a, 26b, 26c) pour maintenir ensemble la bobine et les barres d'armature, caractérisée en ce que lesdits moyens pour maintenir ensemble la bobine et les barres d'armature consistent en une pluralité d'entretoises (26, 26a, 26b, 26c) espacées mutuellement dans la direction longitudinale de la bobine (10') qui s'accrochent à, et agissent entre, au moins deux barres d'armature (20) ou groupes de barres pour presser les barres d'armature au contact de la bobine et stabiliser ainsi l'armature.
  6. Armature selon la revendication 5, dans laquelle les barres d'armature ou les groupes de barres forment les angles d'un rectangle imaginaire vu en section transversale, caractérisée en ce que les entretoises (26) sont disposées en diagonale dans ledit rectangle de façon que des entretoises qui se suivent soient orientées dans des directions diagonales différentes.
  7. Elément d'entretoise destiné à être utilisé dans une armature qui comprend un fil d'acier conformé en bobine allongée et dans laquelle sont disposées des barres d'armature, l'armature étant destinée à des éléments en béton, de préférence des pieux en béton, caractérisé en ce qu'une extrémité de l'élément d'entretoise est munie d'une première encoche (27) dirigée vers l'extérieur pour venir en prise avec une première barre d'armature, ou groupe de barres d'armature, et en ce que l'autre extrémité de l'entretoise est munie d'une seconde encoche (28) disposée à 90° de la première encoche pour être fixée à une seconde barre d'armature, ou groupe de barres d'armature.
  8. Elément en béton, de préférence pieux en béton, caractérisé en ce qu'il est muni d'une armature conforme à l'une des revendications 5 ou 6.
EP90850388A 1989-12-04 1990-11-30 Méthode de production d'armature pour éléments en béton, de préférence pour pieux en béton, armature et élément d'entretoise incorporée dans celle-ci Expired - Lifetime EP0432121B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT90850388T ATE96193T1 (de) 1989-12-04 1990-11-30 Verfahren fuer die herstellung von bewehrung fuer betonelemente, vorzugsweise fuer betonpfaehle, bewehrung und in dieser eingebaute querversteifung.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
SE8904079 1989-12-04
SE8904079A SE467788B (sv) 1989-12-04 1989-12-04 Saett att tillverka armering foer betongelement, foeretraedesvis betongpaalar, armering och stoettorgan ingaaende i dylik samt betongelement med dylik armering

Publications (2)

Publication Number Publication Date
EP0432121A1 EP0432121A1 (fr) 1991-06-12
EP0432121B1 true EP0432121B1 (fr) 1993-10-20

Family

ID=20377676

Family Applications (1)

Application Number Title Priority Date Filing Date
EP90850388A Expired - Lifetime EP0432121B1 (fr) 1989-12-04 1990-11-30 Méthode de production d'armature pour éléments en béton, de préférence pour pieux en béton, armature et élément d'entretoise incorporée dans celle-ci

Country Status (6)

Country Link
EP (1) EP0432121B1 (fr)
AT (1) ATE96193T1 (fr)
DE (1) DE69004056T2 (fr)
FI (1) FI92510C (fr)
NO (1) NO174902C (fr)
SE (1) SE467788B (fr)

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4203740C2 (de) * 1992-02-09 1996-07-11 Dyckerhoff & Widmann Ag Verfahren zum Herstellen eines Ankerelementes aus einer Litze aus verdrillten Stahldrähten
EP0773333B1 (fr) * 1995-11-15 1998-10-21 Elmenhorst & Co. GmbH Armature pour maçonnerie
CN2248205Y (zh) * 1995-11-22 1997-02-26 李岭群 剪力梁
AUPQ356699A0 (en) * 1999-10-21 1999-11-11 Bhp Steel (Rp) Pty Ltd A rollable mesh apparatus
DE202005019077U1 (de) * 2005-12-06 2007-04-19 nolasoft Ingenieurgemeinschaft Ozbolt Mayer GbR (vertretungsberechtigter Gesellschafter: Dr.-Ing. Utz Mayer, 70178 Stuttgart) Bewehrungselement für Tragwerke aus Stahlbeton, Spannbeton od.dgl.
CN102995832B (zh) * 2012-12-03 2015-04-29 北京工业大学 内隔板、加劲肋断开型多腔体钢管混凝土柱及作法
CN103469966B (zh) * 2013-10-10 2015-08-26 贵州桥梁建设集团有限责任公司 一种钢筋混凝土柱及其施工方法
CN110080465B (zh) * 2019-03-27 2024-06-25 深圳大学 一种混凝土梁骨架及其施工方法
CN110984480B (zh) * 2019-12-23 2021-08-20 浙江捷城建筑科技有限公司 一种预制柱主筋定位固定装置
CN113356479B (zh) * 2021-05-24 2022-07-05 深圳大学 混凝土柱骨架及其施工方法

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR19585E (fr) * 1913-01-21 1915-03-16 Paul Lecler Perfectionnements à la fabrication des pièces en ciment armé
GB191421851A (en) * 1914-11-02 1915-10-28 William John Stewart Improvements in or relating to Concrete Piles, Pillars, Beams and other Concrete Structures.
US1896279A (en) * 1930-01-04 1933-02-07 Union Steel Prod Co Structural unit and assembly
BE719634A (fr) * 1968-08-16 1969-02-03
BE730492A (fr) * 1969-03-26 1969-09-01
FR2146170A1 (fr) * 1971-07-22 1973-03-02 Mandelli Jean Entreprise
DE3511824A1 (de) * 1985-03-30 1986-10-09 Hubert 7965 Ostrach Keller Verfahren und vorrichtung zur herstellung eines armierungskorbes fuer stahlbetonbauteile
DE8702254U1 (de) * 1987-02-13 1987-06-25 BTH Biegetechnik Hasak GmbH, 8300 Altdorf Armierungskorb für Großbohrpfähle

Also Published As

Publication number Publication date
FI92510B (fi) 1994-08-15
DE69004056T2 (de) 1994-05-05
DE69004056D1 (de) 1993-11-25
NO174902C (no) 1994-07-27
SE8904079L (sv) 1991-06-05
FI905961A0 (fi) 1990-12-03
FI92510C (fi) 1994-11-25
FI905961L (fi) 1991-06-05
NO174902B (no) 1994-04-18
SE8904079D0 (sv) 1989-12-04
NO905217L (no) 1991-06-05
SE467788B (sv) 1992-09-14
ATE96193T1 (de) 1993-11-15
NO905217D0 (no) 1990-12-03
EP0432121A1 (fr) 1991-06-12

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