FI92510B - A method of making reinforcement for concrete products, preferably concrete piles, and reinforcement - Google Patents
A method of making reinforcement for concrete products, preferably concrete piles, and reinforcementInfo
- Publication number
- FI92510B FI92510B FI905961A FI905961A FI92510B FI 92510 B FI92510 B FI 92510B FI 905961 A FI905961 A FI 905961A FI 905961 A FI905961 A FI 905961A FI 92510 B FI92510 B FI 92510B
- Authority
- FI
- Finland
- Prior art keywords
- reinforcement
- struts
- coil
- concrete
- acting
- Prior art date
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)
- Rod-Shaped Construction Members (AREA)
- Producing Shaped Articles From Materials (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>
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SE8904079 | 1989-12-04 | ||
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 |
---|---|
FI905961A0 FI905961A0 (en) | 1990-12-03 |
FI905961L FI905961L (en) | 1991-06-05 |
FI92510B true FI92510B (en) | 1994-08-15 |
FI92510C FI92510C (en) | 1994-11-25 |
Family
ID=20377676
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
FI905961A FI92510C (en) | 1989-12-04 | 1990-12-03 | A method of making reinforcement for concrete products, preferably concrete piles, and reinforcement |
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)
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 |
DE59504004D1 (en) * | 1995-11-15 | 1998-11-26 | Elmenhorst & Co Gmbh | Masonry reinforcement |
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 frame and its construction method |
Family Cites Families (8)
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 |
-
1989
- 1989-12-04 SE SE8904079A patent/SE467788B/en unknown
-
1990
- 1990-11-30 AT AT90850388T patent/ATE96193T1/en active
- 1990-11-30 EP EP90850388A patent/EP0432121B1/en not_active Expired - Lifetime
- 1990-11-30 DE DE90850388T patent/DE69004056T2/en not_active Expired - Fee Related
- 1990-12-03 NO NO905217A patent/NO174902C/en unknown
- 1990-12-03 FI FI905961A patent/FI92510C/en not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
SE8904079L (en) | 1991-06-05 |
NO174902B (en) | 1994-04-18 |
ATE96193T1 (en) | 1993-11-15 |
NO905217D0 (en) | 1990-12-03 |
SE467788B (en) | 1992-09-14 |
DE69004056D1 (en) | 1993-11-25 |
FI905961L (en) | 1991-06-05 |
EP0432121A1 (en) | 1991-06-12 |
NO905217L (en) | 1991-06-05 |
DE69004056T2 (en) | 1994-05-05 |
FI905961A0 (en) | 1990-12-03 |
EP0432121B1 (en) | 1993-10-20 |
FI92510C (en) | 1994-11-25 |
NO174902C (en) | 1994-07-27 |
SE8904079D0 (en) | 1989-12-04 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
BB | Publication of examined application | ||
MM | Patent lapsed | ||
MM | Patent lapsed |
Owner name: PåLGRUPPEN GEOMEKAN AB |