NO905217L - PROCEDURE FOR MANUFACTURING REINFORCEMENT FOR CONCRETE ELEMENTS, PRELIMINARY CONCRETE PELLETS, REINFORCEMENT AND STRAINING ELEMENT FOR THIS. - Google Patents

PROCEDURE FOR MANUFACTURING REINFORCEMENT FOR CONCRETE ELEMENTS, PRELIMINARY CONCRETE PELLETS, REINFORCEMENT AND STRAINING ELEMENT FOR THIS.

Info

Publication number
NO905217L
NO905217L NO90905217A NO905217A NO905217L NO 905217 L NO905217 L NO 905217L NO 90905217 A NO90905217 A NO 90905217A NO 905217 A NO905217 A NO 905217A NO 905217 L NO905217 L NO 905217L
Authority
NO
Norway
Prior art keywords
reinforcement
concrete
struts
coil
procedure
Prior art date
Application number
NO90905217A
Other languages
Norwegian (no)
Other versions
NO174902C (en
NO905217D0 (en
NO174902B (en
Inventor
Gunnar Berntsson
Bengt-Olov Baeck
Original Assignee
Paalgruppen 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 Paalgruppen Geomekan Ab filed Critical Paalgruppen Geomekan Ab
Publication of NO905217D0 publication Critical patent/NO905217D0/en
Publication of NO905217L publication Critical patent/NO905217L/en
Publication of NO174902B publication Critical patent/NO174902B/en
Publication of NO174902C publication Critical patent/NO174902C/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>
NO905217A 1989-12-04 1990-12-03 Method of manufacturing reinforcement for concrete elements, preferably concrete piles, reinforcement and stiffening elements for this NO174902C (en)

Applications Claiming Priority (1)

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

Publications (4)

Publication Number Publication Date
NO905217D0 NO905217D0 (en) 1990-12-03
NO905217L true NO905217L (en) 1991-06-05
NO174902B NO174902B (en) 1994-04-18
NO174902C NO174902C (en) 1994-07-27

Family

ID=20377676

Family Applications (1)

Application Number Title Priority Date Filing Date
NO905217A NO174902C (en) 1989-12-04 1990-12-03 Method of manufacturing reinforcement for concrete elements, preferably concrete piles, reinforcement and stiffening elements for this

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
ATE96193T1 (en) 1993-11-15
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

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