EP1655088B1 - Maschine zur Herstellung von Bewehrungskäfigen - Google Patents

Maschine zur Herstellung von Bewehrungskäfigen Download PDF

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Publication number
EP1655088B1
EP1655088B1 EP05386004A EP05386004A EP1655088B1 EP 1655088 B1 EP1655088 B1 EP 1655088B1 EP 05386004 A EP05386004 A EP 05386004A EP 05386004 A EP05386004 A EP 05386004A EP 1655088 B1 EP1655088 B1 EP 1655088B1
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EP
European Patent Office
Prior art keywords
concrete reinforcement
assembling
shaped iron
feeder
iron rods
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
EP05386004A
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English (en)
French (fr)
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EP1655088A1 (de
Inventor
Andreas Galanos
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.)
Galanos SA
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Galanos SA
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Application filed by Galanos SA filed Critical Galanos SA
Priority to PL05386004T priority Critical patent/PL1655088T3/pl
Publication of EP1655088A1 publication Critical patent/EP1655088A1/de
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Publication of EP1655088B1 publication Critical patent/EP1655088B1/de
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    • 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
    • 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
    • B21F27/08—Making wire network, i.e. wire nets with additional connecting elements or material at crossings
    • B21F27/10—Making wire network, i.e. wire nets with additional connecting elements or material at crossings with soldered or welded crossings
    • 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
    • B21F27/125—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 individual stirrups to longitudinal wires

Definitions

  • the invention refers to a machine that assembles automatically or semi-automatically by method of welding the formed shapes from iron rod (stirrups) with straightened ones, thus creating the concrete reinforcement, which is essential for the construction of buildings. It has the ability to assemble different types of concrete reinforcement of various shapes and sizes which may be either of closed or opened type, such as straightened iron rods with square, rectangular, polygon, multi-sectional etc shapes, known as stirrups.
  • the Concrete Reinforcement Assembling Machinery consists of an immovabl>e metal frame upon which all those mechanisms and components that compose it are installed. On the frame is adjusted the rotating feeder of the machine with formed shapes (stirrups) and bears with the adjustable guides for the straightened iron rod and the movable base with the adjustable guides for the installation of the formed shapes.
  • the movable base has the ability of ascent-descent of the entire system as well as of its adjustment according to the size of the concrete reinforcement to be assembled.
  • the movable base in case of automatic function- bears with a mechanism for the automatic propulsion of the shape (stirrup) at the assembling point.
  • a corresponding variety of adjustment exists at the guides for the straightened iron rod.
  • the concrete reinforcement assembly is achieved via the two mobile columns adjusted on to glide-guides having the ability of a free opening-closing as well as of a forward-backward movement; in addition, the upper part of every column can move independently (opening-closing).
  • the system of holding-welding and propulsion of the concrete reinforcement which has the ability to ascend-descend and to adjust depending on the size and the kind of the concrete reinforcement, is adjusted.
  • the assembled concrete reinforcement is based on a corresponding bench.
  • the advantage of this invention is that for the assembling of the concrete reinforcement (main or auxiliary) either the automatic or the semi-automatic procedure is followed by use of minimum mechanisms and components that achieve the result.
  • the system of holding-welding and propulsion of the concrete reinforcement assembles the concrete reinforcement thus fulfilling the assembling procedure (welding) in less time compared to the previous technique, with high quality productive results and small concrete reinforcement construction cost, while the method contributes considerably to the standardization by way of the similar concrete reinforcement construction.
  • the invention can be well comprehended by right of the following figures:
  • the Concrete Reinforcement Assembling Machinery consists of an immovable metal frame (1) upon which all those mechanisms and components that compose it are installed.
  • the rotating feeder of the machine with the formed shapes (stirrups) (2) which bears the adjustable guides of the straightened iron rod (3) and the movable base (4) with the adjustable guides (5) for the installation of the formed shapes (6).
  • the guides can regulate either manually or mechanically as well, while the movable base (4) moves at an upper-lower position via electro-motor or other kind of motor (7) as well as via bolt-system (8).
  • the feeder (2) rotates manually or mechanically and fastens at the position desired for the feeding of the machine by way of the mechanism (9).
  • the mechanism for the automatic propulsion of the formed shape (6) is adjusted, which consists of the propulsive piston (10) and the hook for the holding of shape (11) that functions via pistons (12) and (13).
  • the mechanism for propulsion of the formed shape ascends to the upper point of the column by way of piston (14).
  • the upper part is undependable of the column and does not rotate together with the rest part.
  • the propulsion mechanism comes back to the initial position for the automatic process.
  • the semi-automatic function figure 6 , sheet 6) the above-mentioned mechanism does not exist and the feeding of the machine with formed shapes is executed manually.
  • the assembling phase is performed by two mobile assembling columns (15 and 21) which are adjusted on to glide-guides (16) and the whole system of both two columns slides forwards-backwards on to the glide-guides (17).
  • the sliding (opening-closing) of the two columns (15) is done by use of two motors (18) that give the ability to the columns to move independently one of the other.
  • the front-rear movement of the assembling columns is done via motor (19) and via rack system or other system (20).
  • the holding-welding and propulsion systems of concrete reinforcement are adjusted.
  • the holding-welding and propulsion of concrete reinforcement system (sheet 8, figures 8-9 and 10 ) consists of the hook (23) for the holding of the straightened iron rod (24), which executes an opening-closing movement via piston (25) and the clamp (26) which carries out the holding or non-holding of the formed shape (6) via the piston (27).
  • the welding is realized at the selected time by the electro-welding head (28) that is adjusted to the system.
  • the entire system moves forwards-backwards via piston (29) by shutting in or by releasing the already formed concrete reinforcement and it has the ability to ascend-descend via motor (30) and bolt (31).
  • the automatic function of the Concrete Reinforcement Assembling Machinery (sheet 5, figure 5 ) is simple, since it does not consist of complicated and inaccessible mechanisms and it is provided with a handy and legible control panel.
  • the selected quantity is put on the adjustable guides (5) which are at the rotating feeder (2).
  • the length and the size of the cross-section of the straightened iron rods (24) is selected and they are passed through the corresponding guides (3) by optioning the position accordingly, whether it regards the main concrete reinforcement assembly (angular position) or auxiliary concrete reinforcement (at a straightened part of the shape) and the bench (32) is regulated at the size of the concrete reinforcement assembled.
  • All mobile parts of the machinery are regulated by the control panel, for their adjustment at the size of the concrete reinforcement to be assembled, as well as the forward-backward movement of the columns that will be of such a distance as the one there is between the assembled shapes (step) of concrete reinforcement.
  • the periods of time and the commands for propulsion and for assembly are programmed.
  • the start command is given and the first shape (6) is propelled at the assembling point via the propulsion mechanism (10), (11), (12) and (13) and then, the holding of the straightened rod (24) by means of the hook (23) as well as the holding of the shape (6) by means of the clamp (26) follow.
  • the electro-welding heads (28) are activated, which weld the shape with the straightened rods, while, at the same time, via the welding procedure, the columns (15 and 21) move forwards, carrying away the assembled concrete reinforcement as far as the selected distance there is between the shapes (step), thus decreasing the time demanded for each assembling phase.
  • the hook (23) and the clamp (26) release the concrete reinforcement, the holding-welding and propulsion systems of the concrete reinforcement move backwards and the columns (15 and 21) return to the initial position.
  • the next shape is propelled to the assembling position, so that the commands for forward movement of the holding-welding and propulsion systems, the stabilization of the shape to be assembled, the activation of the electro-welding heads and the repetition procedure to follow.
  • the same operation steps are followed, whether we produce main concrete reinforcement or auxiliary.
  • the operator places the shapes to be assembled at the rear part of the feeder (2), so as, with the fulfillment of the concrete reinforcement assembling phases and without any waste of time, the feeder to rotate (sheet 7, figure 7 ) and via the mechanism (9) to fasten at the position desired for the beginning of the subsequent assembly.
  • the -ready for placement- concrete reinforcement is removed from the machine either manually or by use of an elevating vehicle, depending on its size and weight.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Wire Processing (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Bakery Products And Manufacturing Methods Therefor (AREA)
  • Noodles (AREA)

Claims (5)

  1. Die automatische Stahlbeton-Montage-Einrichtung ist eine Schweissmaschine, die (automatisch bzw. halbautomatisch) Formelemente aus Eisenstangen (6) mit geradlinigen Eisenstangen (24) zusammenfügt und die Haupt- oder zusätzliche Betonbewehrung herstellt, welche im Gebäudebau notwändig ist.
    Sie besteht aus einem festen Metallrahmen (1), auf welchem alle Vorrichtungen und Bauteile installiert sind, aus denen er zusammengestellt ist.
    Auf den Rahmen (1) wird der drehbare Anleger der Maschine (2) für die Zufuhr der Eisenstangen-Formelemente (6) und der geradlinigen Eisenstangen (24) angebracht; zur Installation der Eisenstangen-Formelemente (6) ist der Anleger drehbar zwischen zwei oder mehr Positionen.
    Die Montagephase wird von den beweglichen Montagesäulen (15 & 21) bewerkstelligt, die auf anfänglichen Gleitführern (16) angepasst sind und das ganze zwei Säulen-System gleitet vor- und rückwärts auf weiteren Gleitführern (17).
    Das Befestigungs-, Schweiss- und Beförderungssystem für den Stahlbeton wird an den oberen und unteren Teil jeder beweglichen Säule angebracht (15 & 21).
    Die montierte Bewehrung (hauptsächlich oder zusätzlich) ruht auf einer entsprechenden Bank (32), deren Größe mittels angemessener Einstellungen an die Größen der zu montierenden Formelemente angepasst wird.
  2. Die automatische Stahlbeton-Montage-Einrichtung kennzeichnet sich gemäß Anspruch 1 dadurch, dass der drehbare Anleger (2) für die Zufuhr der Eisenstangen-Formelemente (6) und der geradlinigen Eisenstangen (24), die anfänglichen einstellbaren Führer der geradlinigen Eisenstangen (3) trägt, sowie eine bewegliche Basis (4) mit ihren einstellbaren weiteren Führern (5) zur Anbringung der Eisenstangen-Formelemente (6). Die anfänglichen und die zusätzlichen Führer werden manuell eingestellt, während die bewegliche Basis (4) in ihre obere bzw. untere Position durch einen Motor (7) (vorzugsweise einen Elektromotor) und ein Schraubbolzensystem (8) verstellt wird. Der Anleger (2) wird so angebracht, dass er durch einen Mechanismus (9) manuell oder mechanisch gedreht und in der erwünschten Position für die Zufuhr an die Maschine verriegelt werden kann.
  3. Die automatische Stahlbeton-Montage-Einrichtung kennzeichnet sich gemäß Anspruch 1 oder 2 dadurch, dass am oberen Teil der Säule des drehbaren Anlegers (2) für die Zufuhr der Eisenstangen-Formelemente (6) ein Mechanismus zur automatischen Beförderung des Eisenstangen-Formelements (6) angepasst wird, der aus einem Beförderungskolben (10) und einem anfänglichen Haken (11) zum Festhalten des Eisenstangen-Formelements (6) besteht; der anfängliche Haken (11) funktioniert mittels der anfänglichen und der zusätzlichen Kolben (12) und (13). Während der Phase einer Neuzufuhr an die Maschine, welche eine Drehung des Anlegers (2) erfordert, wird der Mechanismus der automatischen Beförderung eines Eisenstangen-Formelements (6) an die obere Stellung der Säule mittels eines dritten Kolbens (14) angehoben; am drehbaren Anleger (2) dreht sich der obere Säulenteil nicht mit dem übrigen Teil des Anlegers mit; nach vollendeter Drehung des Anlegers kehrt der Mechanismus zur automatischen Beförderung des Eisenstangen-Formelements (6) an die Ausgangsstellung des Vorgangs der automatischen Zufuhr zurück.
  4. Die automatische Stahlbeton-Montage-Einrichtung kennzeichnet sich gemäß Anspruch 1 dadurch, dass der obere und untere Teil jeder Montagesäule (15 & 21) beweglich sind, wobei sie sich selbständig öffnen und schließen.
  5. Die automatische Stahlbeton-Montage-Einrichtung kennzeichnet sich gemäß Anspruch 1 oder 4 dadurch, dass am oberen und unteren Teil jeder Montagesäule (15 & 21) das Befestigungs-, Schweiss- und Beförderungssystem für den Stahlbeton angepasst wird. Es besteht aus einem weiteren Haken (23) zum Festhalten der geradlinigen Eisenstange (24), wobei dieser zweite Haken (23) so angebracht wird, dass er eine Öffnungs-/Schließbewegung ausführt; sowie aus einer Klammer (26) zum Festhalten des Eisenstangen-Formelements (6). Ferner kennzeichnet sich die Einrichtung dadurch, dass die Schweissung durch einen Elektro-Schweisskopf bewerkstelligt (28) wird, der am System befestigt ist.
    Das ganze System bewegt sich vor- und rückwärts, indem es den bereits gestalteten Stahlbeton einfängt bzw. freilässt; und auf und ab, um sich an Größe und Form der zu montierenden Bewehrung anzupassen.
EP05386004A 2004-11-03 2005-01-27 Maschine zur Herstellung von Bewehrungskäfigen Active EP1655088B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL05386004T PL1655088T3 (pl) 2004-11-03 2005-01-27 Maszyna do montowania zbrojenia do betonu

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GR20040100426A GR1005123B (el) 2004-11-03 2004-11-03 Μηχανημα συναρμολογησης οπλισμου ενισχυσης σκυροδεματος

Publications (2)

Publication Number Publication Date
EP1655088A1 EP1655088A1 (de) 2006-05-10
EP1655088B1 true EP1655088B1 (de) 2008-08-13

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ID=38008882

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05386004A Active EP1655088B1 (de) 2004-11-03 2005-01-27 Maschine zur Herstellung von Bewehrungskäfigen

Country Status (8)

Country Link
EP (1) EP1655088B1 (de)
AT (1) ATE404305T1 (de)
DE (1) DE602005008860D1 (de)
DK (1) DK1655088T3 (de)
ES (1) ES2311950T3 (de)
GR (1) GR1005123B (de)
PL (1) PL1655088T3 (de)
PT (1) PT1655088E (de)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104096786A (zh) * 2014-07-05 2014-10-15 武汉嗨拓科技有限公司 一种钢筋笼成型机

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2303801B1 (es) * 2008-02-07 2009-12-03 Mecanica Riells S.L. Procedimiento de soldadura de la armadura de un elemento estructural de hormigon armado y dispositivo de soldadura y maquina correspondient e.
US11292091B1 (en) 2018-12-21 2022-04-05 Thomas Mills Brown Dowel basket assembly machine

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT1273800B (it) * 1994-02-10 1997-07-10 Schnell Srl Metodo e apparecchiatura per realizzare gabbie metalliche per cemento armato e gabbia metallica cosi' ottenuta
IT1288852B1 (it) * 1996-02-22 1998-09-25 Piegatrici Macch Elettr Procedimento per la realizzazione di gabbie metalliche per cemento armato e relativo dispositivo
IT1285930B1 (it) * 1996-06-07 1998-06-26 Schnell Spa Apparecchiatura per realizzare gabbie metalliche per cemento armato
ES2188469T3 (es) * 1999-11-16 2003-07-01 Piegatrici Macch Elettr Dispositivo para fabricar jaulas metalicas de refuerzo y metodo correspondiente.
ITUD20010011A1 (it) * 2001-01-19 2002-07-19 Piegatrici Macch Elettr Gruppo di saldatura per macchina gabbiatrice e procedimento connessodi saldatura
ITBO20020438A1 (it) * 2002-07-05 2004-01-05 Schnell Spa Metodo e apparecchiatura per realizzare gabbie metalliche per cementoarmato

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104096786A (zh) * 2014-07-05 2014-10-15 武汉嗨拓科技有限公司 一种钢筋笼成型机
CN104096786B (zh) * 2014-07-05 2016-03-09 武汉嗨拓科技有限公司 一种钢筋笼成型机

Also Published As

Publication number Publication date
GR1005123B (el) 2006-02-02
ATE404305T1 (de) 2008-08-15
DE602005008860D1 (de) 2008-09-25
PL1655088T3 (pl) 2009-01-30
DK1655088T3 (da) 2008-12-08
PT1655088E (pt) 2008-11-13
ES2311950T3 (es) 2009-02-16
EP1655088A1 (de) 2006-05-10

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