[go: up one dir, main page]

EP0633816A1 - A method for manufacturing a mesh reinforcement - Google Patents

A method for manufacturing a mesh reinforcement

Info

Publication number
EP0633816A1
EP0633816A1 EP92908404A EP92908404A EP0633816A1 EP 0633816 A1 EP0633816 A1 EP 0633816A1 EP 92908404 A EP92908404 A EP 92908404A EP 92908404 A EP92908404 A EP 92908404A EP 0633816 A1 EP0633816 A1 EP 0633816A1
Authority
EP
European Patent Office
Prior art keywords
main bars
welding
transverse
mesh reinforcement
welding station
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.)
Withdrawn
Application number
EP92908404A
Other languages
German (de)
French (fr)
Inventor
Pertti Tapio Ollilainen
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP0633816A1 publication Critical patent/EP0633816A1/en
Withdrawn legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21FWORKING OR PROCESSING OF METAL WIRE
    • B21F27/00Making wire network, i.e. wire nets
    • B21F27/08Making wire network, i.e. wire nets with additional connecting elements or material at crossings
    • B21F27/10Making wire network, i.e. wire nets with additional connecting elements or material at crossings with soldered or welded crossings

Definitions

  • the present invention relates to a method for manufacturing a mesh reinforcement, in which the main bars of the mesh reinforcement, said main bars being of normal ribbed bar, are fed parallelly and step-wise to a welding station at a controlled distance from each other, and its transverse reinforcements are placed, at the welding station, indivi ⁇ dually in position on top of the main bars and welded together with these.
  • the method according to the invention for manufacturing a mesh reinforcement is characterized in that the welding of the transverse reinforcements is performed with two spot welding heads, whose actuators are located on the opposite sides of a welding station, which welding heads may be controUably transferred in the transverse direction of the mesh reinforcement along the transverse reinforcement to be welded together and which are arranged to stop automatical- ly at every main bar within its moving area and to perform there the spot welding function. Since a considerably thick ribbed bar may be used, a sufficient strength is obtained for the concrete structures by means of a simple reinforce ⁇ ment at the same time as it is ensured that the transverse reinforcement will certainly fix to every main bar. By means of the invention, it is possible to industrially manufacture such mesh reinforcements provided with strength properties, which cannot have been previously manufactured economically.
  • Fig. 1 is a principle view of an equipment to be utilized in the performance of the method according to the inven ⁇ tion, seen from the top, and
  • Fig 2 shows the equipment of Fig. 1, seen from the right, at a welding station.
  • the manufacturing of the mesh reinforcement occurs in such a way that the main bars 1 of the mesh reinforcement are fed parallelly and step-wise to a welding station 2 at a controlled distance from each other.
  • the transverse reinforcements 3 are placed, at the welding station 2, individually in position on top of the main bars 1 and are spot welded to each main bar 1 in turn.
  • the main bars 1 are of a normal ribbed bar, which by its strength proper ⁇ ties is completely superior to a rod wire.
  • the ribbed bars to be used as main bars 1 may have a cross-section of 8-32 mm of standard ribbed bar HW.
  • the spot welding of the transverse reinforcements 3 is preferably performed with two spot welding heads 4, which are controUably transferable on guide arms 5 in the trans ⁇ verse direction of the mesh reinforcement.
  • Actuators 6 of the spot welding heads 4 are located on the opposite sides of the welding station 2.
  • the welding station 2 has a metal table 7 supporting the main bars 1. On the upper surface of the table 7 preferably two adjacent stops 8 are placed such that a transverse reinforcement 6 to be welded and being placed against them is located accurately on the movement path of the spot welding heads 4.
  • a new transverse reinforcement 3 is placed on top of the main bars 1 against said stops 8, the welding functions of both spot welding heads 4 are actu ⁇ ated, whereby both welding heads 4 transfer from the ini- tial positions on opposite sides of the mesh reinforcement along the transverse reinforcement 3 to be welded toward the center line of the mesh reinforcement, till each spot welding head 4 reaches the outermost main bar 1 of the side concerned, whereby the horizontal movement of the spot welding head 4 automatically stops and a first actual spot welding step begins.
  • each welding head 4 is then pushed downward and presses the transverse reinfor ⁇ cement 3 toward the main bar 1 concerned at the same time as the welding voltage is connected between the electrode 9 and the welding-station table 7 such that a spot-like weld is obtained. ⁇ fter the weld has been obtained, the electrode 9 automatically rises to its basic position, after which the spot welding head 4 moves along the trans ⁇ verse reinforcement 3 to the next main bar 1, whereby the spot welding step is repeated. When all main bars in turn have been spot welded onto this transverse reinforcement 3, the spot welding heads 4 return to their initial positions.
  • the mesh reinfor- cements may be cut to a fixed size by means of a cutting device 10 located on the outlet end of the welding station
  • This stop is prefera ⁇ bly of a lever arm type, which, after the mesh reinforce ⁇ ment has collided against it, is capable of sending a stopping impulse to a feeding device 12 of the main bars 1 as well as of giving a starting signal to the cutting device 10.
  • the distance between adjacent main bars 1 is adjusted preferably on the inlet side of the welding station by means of axially adjustably transferable guide rollers 14 pivoted around two parallel shafts 13.
  • guide rollers 14 By arranging the guide rollers 14 on two shafts 13 such that the guide rollers 14 of two adjacent main bars 1 are located on different shafts 13, also the manufacturing of such mesh reinforcements is made possible, in which the main bars 1 are nearly in contact with each other.
  • the feeding device 12 for the main bars 1 is preferably a reciprocating gripping and pushing device, which during the pushing step is arranged to grip all main bars 1 by means of grip beams forming a pressing gap such that the main bars 1 move forward by one step during every pushing step.
  • the grip beams are in an opened position and move freely to the initial position of the feeding device 12, in which positi ⁇ on they again grip the main bars 1.
  • the distance between the transverse reinforcements 3 is thus determined easily according to the lenght of the feeding step of the main bars.
  • the distance between the transverse reinforcements 3 may thus be of a length of either one or more feeding steps. If necessary, the machine operator may interrupt the feeding device 12 during the pushing step and start up the welding function, if the distance between the transverse reinforcements 3 is to be smaller than the feeding step of the main bars.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Wire Processing (AREA)

Abstract

The invention relates to a method for manufacturing a mesh reinforcement, in which the main bars (1) of the mesh reinforcement, said main bars (1) being of normal ribbed bar, are fed parallelly and step-wise to a welding station (2) at a controlled distance from each other, and its transverse reinforcements (3) are placed at the welding station (2) individually in position on top of the main bars (1) and welded together with these. The invention is characterized in that the welding of the transverse reinforcements (3) is performed with two spot welding heads (4), whose actuators (6) are located on the opposite sides of the welding station (2), which welding heads may be controllably transferred in the transverse direction of the mesh reinforcement along the transverse reinforcement (3) to be welded and which are arranged to stop automatically at each main bar (1) within its moving area and to perform there the spot welding function.

Description

-- - -- !- A method for manufacturing a mesh reinforcement
The present invention relates to a method for manufacturing a mesh reinforcement, in which the main bars of the mesh reinforcement, said main bars being of normal ribbed bar, are fed parallelly and step-wise to a welding station at a controlled distance from each other, and its transverse reinforcements are placed, at the welding station, indivi¬ dually in position on top of the main bars and welded together with these.
Previously, mesh reinforcements were usally welded such that each transverse reinforcement was welded simultaneous¬ ly together with all main bars by using a long welding brush, which extended across the entire mesh reinforcement. Such a method makes very large demands upon the uniformity of the reinforcement bars, and its power requirement is extremely high. Due to this matter, it has previously been possible to use only a normal rod wire with a cross-section of 12 mm at the highest, which does not provide a suffi¬ cient strength for concrete structures in all conditions. In spite of the rod wire, the contact between the transver¬ se reinforcements and the main rods is relatively uncer¬ tain, which results in that the transverse reinforcement is not properly welded together with all main rods.
The method according to the invention for manufacturing a mesh reinforcement is characterized in that the welding of the transverse reinforcements is performed with two spot welding heads, whose actuators are located on the opposite sides of a welding station, which welding heads may be controUably transferred in the transverse direction of the mesh reinforcement along the transverse reinforcement to be welded together and which are arranged to stop automatical- ly at every main bar within its moving area and to perform there the spot welding function. Since a considerably thick ribbed bar may be used, a sufficient strength is obtained for the concrete structures by means of a simple reinforce¬ ment at the same time as it is ensured that the transverse reinforcement will certainly fix to every main bar. By means of the invention, it is possible to industrially manufacture such mesh reinforcements provided with strength properties, which cannot have been previously manufactured economically.
The other characteristics of the invention are presented in the enclosed claims 1 to 7.
The invention is next described in more detail with refe¬ rence to the accompanying drawing, in which
Fig. 1 is a principle view of an equipment to be utilized in the performance of the method according to the inven¬ tion, seen from the top, and
Fig 2 shows the equipment of Fig. 1, seen from the right, at a welding station.
According to the invention, the manufacturing of the mesh reinforcement occurs in such a way that the main bars 1 of the mesh reinforcement are fed parallelly and step-wise to a welding station 2 at a controlled distance from each other. The transverse reinforcements 3 are placed, at the welding station 2, individually in position on top of the main bars 1 and are spot welded to each main bar 1 in turn. In the method according to the invention, the main bars 1 are of a normal ribbed bar, which by its strength proper¬ ties is completely superior to a rod wire. The ribbed bars to be used as main bars 1 may have a cross-section of 8-32 mm of standard ribbed bar HW.
The spot welding of the transverse reinforcements 3 is preferably performed with two spot welding heads 4, which are controUably transferable on guide arms 5 in the trans¬ verse direction of the mesh reinforcement. Actuators 6 of the spot welding heads 4 are located on the opposite sides of the welding station 2.
The welding station 2 has a metal table 7 supporting the main bars 1. On the upper surface of the table 7 preferably two adjacent stops 8 are placed such that a transverse reinforcement 6 to be welded and being placed against them is located accurately on the movement path of the spot welding heads 4. When a new transverse reinforcement 3 is placed on top of the main bars 1 against said stops 8, the welding functions of both spot welding heads 4 are actu¬ ated, whereby both welding heads 4 transfer from the ini- tial positions on opposite sides of the mesh reinforcement along the transverse reinforcement 3 to be welded toward the center line of the mesh reinforcement, till each spot welding head 4 reaches the outermost main bar 1 of the side concerned, whereby the horizontal movement of the spot welding head 4 automatically stops and a first actual spot welding step begins. The electrode of each welding head 4 is then pushed downward and presses the transverse reinfor¬ cement 3 toward the main bar 1 concerned at the same time as the welding voltage is connected between the electrode 9 and the welding-station table 7 such that a spot-like weld is obtained. Λfter the weld has been obtained, the electrode 9 automatically rises to its basic position, after which the spot welding head 4 moves along the trans¬ verse reinforcement 3 to the next main bar 1, whereby the spot welding step is repeated. When all main bars in turn have been spot welded onto this transverse reinforcement 3, the spot welding heads 4 return to their initial positions.
In connection with the welding function, the mesh reinfor- cements may be cut to a fixed size by means of a cutting device 10 located on the outlet end of the welding station
2 and by means of a stop 11 in cooperation therewith, which stop 11 is controUably transferable in the longitudinal direction of the mesh reinforcement. This stop is prefera¬ bly of a lever arm type, which, after the mesh reinforce¬ ment has collided against it, is capable of sending a stopping impulse to a feeding device 12 of the main bars 1 as well as of giving a starting signal to the cutting device 10.
The distance between adjacent main bars 1 is adjusted preferably on the inlet side of the welding station by means of axially adjustably transferable guide rollers 14 pivoted around two parallel shafts 13. By arranging the guide rollers 14 on two shafts 13 such that the guide rollers 14 of two adjacent main bars 1 are located on different shafts 13, also the manufacturing of such mesh reinforcements is made possible, in which the main bars 1 are nearly in contact with each other.
The feeding device 12 for the main bars 1 is preferably a reciprocating gripping and pushing device, which during the pushing step is arranged to grip all main bars 1 by means of grip beams forming a pressing gap such that the main bars 1 move forward by one step during every pushing step. During the return movement of the pushing device 12, the grip beams are in an opened position and move freely to the initial position of the feeding device 12, in which positi¬ on they again grip the main bars 1. The distance between the transverse reinforcements 3 is thus determined easily according to the lenght of the feeding step of the main bars. The distance between the transverse reinforcements 3 may thus be of a length of either one or more feeding steps. If necessary, the machine operator may interrupt the feeding device 12 during the pushing step and start up the welding function, if the distance between the transverse reinforcements 3 is to be smaller than the feeding step of the main bars.

Claims

Claims
1. A method for manufacturing a mesh reinforcement, in which the main bars (1) of the mesh reinforcement, said main bars (1) being of normal ribbed bar, are fed parallel¬ ly and step-wise to a welding station (2) at a controlled distance from each other, and its transverse reinforcements (3) are placed, at the welding station (2), individually in position on top of the main bars (1) and welded together with these, characterized in that the welding of the trans¬ verse reinforcements (3) is performed with two spot welding heads (4), whose actuators (6) are located on the opposite sides of the welding station (2), which welding heads are controUably transferable in the transverse direction of the mesh reinforcement along the transverse reinforcement (3) to be welded and which are arranged to stop automati¬ cally at each main bar il) within its moving area and to perform there the spot welding function.
2. A method according to Claim 1, characterized in that the orientation of the transverse reinforcement to be welded occurs by means of upwardly projecting stops (8) located on a table (7) of the welding station (2).
3. A method according to Claim 2, characterized in that the main bars (1) have a cross-section of 8-32 mm of standard ribbed bar HW.
4. A method according to Claim 3, characterized in that the welded mesh reinforcement is cut to a fixed size by means of a cutting device (10) located on the outlet side of the welding station (2) and by means of a stop (11) cooperating therewith, which may be controUably transferred in the longitudinal direction of the mesh reinforcement.
5. A method according to Claim 4, characterized in that the distance between adjacent main bars (1) is adjusted prefe- rably on the inlet side of the welding station (2) by means of axially adjustably transferable guide rollers (14) pivoted on two parallel shafts (13).
6. A method according to Claim 5, characterized in that the feeding of the main bars (1) to the welding station (2) is performed by means of a reciprocating pushing device (12) simultaneously gripping all main bars (1).
7. A method according to Claim 6, characterized in that the distance between the transverse reinforcements (3) is determined according to a feeding step of the main bars (1).
EP92908404A 1990-10-05 1992-04-03 A method for manufacturing a mesh reinforcement Withdrawn EP0633816A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FI904914A FI88327C (en) 1990-10-05 1990-10-05 Method of making a reinforcing mesh
PCT/FI1992/000102 WO1993019868A1 (en) 1990-10-05 1992-04-03 A method for manufacturing a mesh reinforcement

Publications (1)

Publication Number Publication Date
EP0633816A1 true EP0633816A1 (en) 1995-01-18

Family

ID=8531177

Family Applications (1)

Application Number Title Priority Date Filing Date
EP92908404A Withdrawn EP0633816A1 (en) 1990-10-05 1992-04-03 A method for manufacturing a mesh reinforcement

Country Status (3)

Country Link
EP (1) EP0633816A1 (en)
FI (1) FI88327C (en)
WO (1) WO1993019868A1 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITUD20030072A1 (en) * 2003-03-28 2004-09-29 Piegatrici Macch Elettr MACHINE FOR REALIZING METAL NETWORKS AND RELATED METHOD OF REALIZATION.
IT1392866B1 (en) * 2009-02-20 2012-04-02 Schnell Spa METHOD AND EQUIPMENT FOR REALIZING REINFORCED CONCRETE REINFORCEMENTS
GR1008523B (en) 2014-04-01 2015-07-09 Αντωνιος Παναγιωτη Αναγνωστοπουλος Method and system for feeding mesh-producing machinery with longitudinal wires or iron rods

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE539143A (en) * 1954-06-21
US3602269A (en) * 1969-10-31 1971-08-31 Evg Entwicklung Verwert Ges Wire mesh welding machine
US4343981A (en) * 1980-09-08 1982-08-10 Connolly James D Resistance welding machine
JPS5925379U (en) * 1982-07-31 1984-02-16 株式会社タチエス resistance welding equipment

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO9319868A1 *

Also Published As

Publication number Publication date
FI88327B (en) 1993-01-15
FI904914A0 (en) 1990-10-05
FI88327C (en) 1994-01-03
WO1993019868A1 (en) 1993-10-14
FI904914L (en) 1992-04-06

Similar Documents

Publication Publication Date Title
DE2755777C2 (en) Method and device for the automatic change of interfaces in electrical discharge machining with a wire or band-shaped electrode
EP1168528A2 (en) Splice welder
US5113915A (en) Grid welding machine
US4748309A (en) Multi-spot resistance-welding machine
SK114593A3 (en) Process and device for production reinforcing mat
KR900000317B1 (en) Method for manufacturing three-dimensional wire mesh structure for prefabricated building member and its device
EP0633816A1 (en) A method for manufacturing a mesh reinforcement
JPH0237673B2 (en)
RU2051774C1 (en) Line for making reinforcement networks
US4125753A (en) Welding machine for lattice gratings
EP0674553B1 (en) Automatic bar feeding device
JPH0351509B2 (en)
JPH06226388A (en) Device for manufacturing deformed wire net
KR100229303B1 (en) Reinforcing bar bending method for concrete deck board and its device
JPH0154144B2 (en)
SU1093452A2 (en) Three-dimensional reinforcement cage production line
SU1055609A1 (en) Machine for resistance spot welding
EP1378301B1 (en) Method and apparatus for forming packs of stirrups and pack of stirrups thus formed
SI8510691A (en) Method for assembling three-dimensional metal structures, machine forthe manufacturing thereof and structures obtained with such a method
RU2009817C1 (en) Method for manufacturing lattice metalwork and device for effecting the same
SU1168371A1 (en) Stand for testing reinforcement bars
SU435081A1 (en) MACHINE FOR CONTACT SPEECH WELDING REFERENCE NETS
SU1165541A1 (en) Line for manufacturing reinforcement bars
SU1486298A1 (en) Line for manufacturing rainforcing cage
KR960006586Y1 (en) Check welding part of welding board, Fixing device

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 19940930

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE DE ES FR GB IT NL SE

17Q First examination report despatched

Effective date: 19960605

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 19961217