ATE96193T1 - PROCESS FOR THE PRODUCTION OF REINFORCEMENT FOR CONCRETE ELEMENTS, PREFERABLE FOR CONCRETE PILES, REINFORCEMENT AND CROSS REINFORCEMENT INCORPORATED IN THEM. - Google Patents

PROCESS FOR THE PRODUCTION OF REINFORCEMENT FOR CONCRETE ELEMENTS, PREFERABLE FOR CONCRETE PILES, REINFORCEMENT AND CROSS REINFORCEMENT INCORPORATED IN THEM.

Info

Publication number
ATE96193T1
ATE96193T1 AT90850388T AT90850388T ATE96193T1 AT E96193 T1 ATE96193 T1 AT E96193T1 AT 90850388 T AT90850388 T AT 90850388T AT 90850388 T AT90850388 T AT 90850388T AT E96193 T1 ATE96193 T1 AT E96193T1
Authority
AT
Austria
Prior art keywords
reinforcement
struts
concrete
coil
cross
Prior art date
Application number
AT90850388T
Other languages
German (de)
Inventor
Gunnar Berntsson
Bengt-Olov Baeck
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
Application granted granted Critical
Publication of ATE96193T1 publication Critical patent/ATE96193T1/en

Links

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 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

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)

Abstract

The invention relates to a method for producing reinforcement intended for concrete members, preferably concrete piles. Through internal means acting as strut members or compression members in the form of diagonally, or otherwise, acting struts, the longitudinally extending reinforcing bars 20 within an elongated coil are brought into place against the inside of the coil with a predetermined force, thereby stabilizing the coil. The struts can be arranged as diagonally acting elements in a reinforcement having four bars forming a square seen in cross-section or the struts can contact all or certain of the reinforcing bars, but preferably in such a way that the struts mutual orientation is changed as the supporting operation proceeds along the elongated coil. <IMAGE>
AT90850388T 1989-12-04 1990-11-30 PROCESS FOR THE PRODUCTION OF REINFORCEMENT FOR CONCRETE ELEMENTS, PREFERABLE FOR CONCRETE PILES, REINFORCEMENT AND CROSS REINFORCEMENT INCORPORATED IN THEM. ATE96193T1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
SE8904079A SE467788B (en) 1989-12-04 1989-12-04 MANUFACTURED TO MANUFACTURE ARMING FOR CONCRETE ELEMENTS, PRELIMINARY CONCRETE PILLARS, ARMING AND SUPPORT ORGANIZATION INCLUDED IN DIFFICULT AND CONCRETE ELEMENTS WITH DIFFICULT ARMING
EP90850388A EP0432121B1 (en) 1989-12-04 1990-11-30 Method for producing reinforcement for concrete members, preferably concrete piles, reinforcement and a strut member incorporated therein

Publications (1)

Publication Number Publication Date
ATE96193T1 true ATE96193T1 (en) 1993-11-15

Family

ID=20377676

Family Applications (1)

Application Number Title Priority Date Filing Date
AT90850388T ATE96193T1 (en) 1989-12-04 1990-11-30 PROCESS FOR THE PRODUCTION OF REINFORCEMENT FOR CONCRETE ELEMENTS, PREFERABLE FOR CONCRETE PILES, REINFORCEMENT AND CROSS REINFORCEMENT INCORPORATED IN THEM.

Country Status (6)

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

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4203740C2 (en) * 1992-02-09 1996-07-11 Dyckerhoff & Widmann Ag Method for producing an anchor element from a strand made of twisted steel wires
EP0773333B1 (en) * 1995-11-15 1998-10-21 Elmenhorst &amp; Co. GmbH Reinforcement for masonry
CN2248205Y (en) * 1995-11-22 1997-02-26 李岭群 Shear beam
AUPQ356699A0 (en) * 1999-10-21 1999-11-11 Bhp Steel (Rp) Pty Ltd A rollable mesh apparatus
DE202005019077U1 (en) * 2005-12-06 2007-04-19 nolasoft Ingenieurgemeinschaft Ozbolt Mayer GbR (vertretungsberechtigter Gesellschafter: Dr.-Ing. Utz Mayer, 70178 Stuttgart) Reinforcement element for structures made of reinforced concrete, prestressed concrete or the like.
CN102995832B (en) * 2012-12-03 2015-04-29 北京工业大学 Multi-cavity steel tube concrete column with disconnected inner partition boards and stiffening ribs and manufacturing method of concrete column
CN103469966B (en) * 2013-10-10 2015-08-26 贵州桥梁建设集团有限责任公司 A kind of reinforced concrete post and construction method thereof
CN110080465B (en) * 2019-03-27 2024-06-25 深圳大学 Concrete beam skeleton and construction method thereof
CN110984480B (en) * 2019-12-23 2021-08-20 浙江捷城建筑科技有限公司 Prefabricated post owner muscle positioning fixing device
CN113356479B (en) * 2021-05-24 2022-07-05 深圳大学 Concrete column framework and construction method thereof

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR19585E (en) * 1913-01-21 1915-03-16 Paul Lecler Improvements in the manufacture of reinforced cement parts
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 (en) * 1968-08-16 1969-02-03
BE730492A (en) * 1969-03-26 1969-09-01
FR2146170A1 (en) * 1971-07-22 1973-03-02 Mandelli Jean Entreprise
DE3511824A1 (en) * 1985-03-30 1986-10-09 Hubert 7965 Ostrach Keller METHOD AND DEVICE FOR PRODUCING A ARMORING BASKET FOR REINFORCED CONCRETE COMPONENTS
DE8702254U1 (en) * 1987-02-13 1987-06-25 BTH Biegetechnik Hasak GmbH, 8300 Altdorf Reinforcement cage for large bored piles

Also Published As

Publication number Publication date
EP0432121B1 (en) 1993-10-20
SE8904079L (en) 1991-06-05
EP0432121A1 (en) 1991-06-12
FI905961A0 (en) 1990-12-03
NO174902C (en) 1994-07-27
SE8904079D0 (en) 1989-12-04
FI92510B (en) 1994-08-15
FI905961A (en) 1991-06-05
NO905217D0 (en) 1990-12-03
DE69004056T2 (en) 1994-05-05
DE69004056D1 (en) 1993-11-25
SE467788B (en) 1992-09-14
NO174902B (en) 1994-04-18
FI92510C (en) 1994-11-25
NO905217L (en) 1991-06-05

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