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WO2003050364A1 - Bar for reinforcing materials - Google Patents

Bar for reinforcing materials Download PDF

Info

Publication number
WO2003050364A1
WO2003050364A1 PCT/NO2002/000393 NO0200393W WO03050364A1 WO 2003050364 A1 WO2003050364 A1 WO 2003050364A1 NO 0200393 W NO0200393 W NO 0200393W WO 03050364 A1 WO03050364 A1 WO 03050364A1
Authority
WO
WIPO (PCT)
Prior art keywords
bar
reinforcing
texture
reinforcing bar
sides
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.)
Ceased
Application number
PCT/NO2002/000393
Other languages
English (en)
French (fr)
Inventor
Arne Roger Hole
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.)
COMPOSITE REINFORCEMENT SYSTEMS AS
Original Assignee
COMPOSITE REINFORCEMENT SYSTEMS AS
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
Priority claimed from NO20016074A external-priority patent/NO20016074D0/no
Application filed by COMPOSITE REINFORCEMENT SYSTEMS AS filed Critical COMPOSITE REINFORCEMENT SYSTEMS AS
Priority to JP2003551376A priority Critical patent/JP2005511861A/ja
Priority to EP02780192A priority patent/EP1456484A1/en
Priority to US10/498,041 priority patent/US20050079346A1/en
Priority to AU2002343263A priority patent/AU2002343263A1/en
Priority to CA002469810A priority patent/CA2469810A1/en
Publication of WO2003050364A1 publication Critical patent/WO2003050364A1/en
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/07Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal

Definitions

  • the present invention ralates to a reinforcing composite rod or bar for reinforcing materials such as concrete, the rod being made from continous fibers and a matrix material.
  • the reinforcing bar may be formed in a forming process by pultruding, extrusion or moulding, or a combination of these, of continuous fibres and matrix (resin) in a one-line process or in combination with a second-line process, forming a surface texture and geometry designed specially to achieve sufficient bond to the materials which to be strengthen.
  • Materials that could be strengthen by use of the bars are like metals, concrete, wood, plastic, stone, ceramic.
  • the surface is divided into texture zones of corners and sideband, and depending on the radiuses and widths respectively, the geometry can be varied and specialised and geared to the product to be strengthen.
  • the bar is made in the forming process with at least 50% reinforcing fibres by weight and a matrix which impregnates the fibres through a bath, spray injection or pressure.
  • the surface texture is applied in the forming process line by use of rip off sheet, mechanically by rollers or continuous running bands in or outside the tool(s) for forming and curing of the bars.
  • the texture surface of the bars can also be applied as an external layer in a separate process of moulding, extruding or pultrusion, after which the geometry of the bar is formed in the main forming process as described above.
  • Composite bars of the above type is used for the strengthening and stiffening of different products and constructions made of materials like metal, concrete, wood, plastics, stone, ceramic and combinations of these where sufficient bond between the bars and materials is required to achieve structural functionality.
  • the reinforcing material according to the present invention is a continuous fibre and matrix composite often called FRP (Fibre Reinforced Polymer) which is being used in a variety of construction materials due to excellent and flexible physical material properties such as high specific strength, light weight, none or low electric conductivity, non-magnetic properties, high resistance against acids and chlorides or aggressive environments, as well as formability and shaping.
  • FRP Fibre Reinforced Polymer
  • steel and metals in general are susceptible to oxidation which cause corrosion of and rust on ferrous metals due to hydroxides of iron and oxides from atmospheric oxygen in the presence of water. As long as the pH is maintained at high alkalinity (pH 12 - 14) and in combination with very good poured concrete quality, the steel keep passive leading.
  • composite reinforcement bars are previously known and have been used to a minor extent.
  • Such known bars are, however, encumbered with a major disadvantage, namely the poor bonding between the product's material (concrete) and the strengthening bar (FRP-bar),
  • FRP-bar strengthening bar
  • the invention is characterized in that the bar is of rectangular, preferably square shape with êtd corners, as defined in the attached claim 1.
  • the sides of the bars may have recesses to increase surface area and bonding.
  • a method according to the invention is characterized in that the fibers are impregnated through a bath of resin or throug injection or by pasing through a spraying zone whereby the bar is formed in a forming process, as defined in claim 7.
  • FIG. 1 shows a vertical sectional view of a short piece of a bar according to the invention being partly embedded in a concrete
  • Fig. 2 a shows, in larger scale, a cross sectional view of the inventive bar
  • Fig. 2 b) and 2c) shows side views (of a piece) of the same bar
  • Fig. 3 shows a side view of a piece of a bar with a specifc surface texture pattern.
  • Fig. 4 shows tables with an overview of different dents or recesses respectively depths of such dents or recesses used in the surface texture patterns.
  • the reinforcement bar is intended to be used as strengthening element in constructions or products of any kind of material.
  • the bar may be moulded, cured or glued together with any type of other material i.e. but not limited to, concrete structures, wooden structures or elements, any type of plastic products or constructions, structures or products made of metals, or any materials of that kind that need to be strengthen of economic or structural reasons.
  • the reinforcement bar (1) according to the present invention may comprise a mixture in any combination of continuous fibres made of glass, carbon, aramid, polyester, ceramic, syntetical fibers, natural fibres or similar, but not limited to these, together with any type of resin systems like thermoplastic resins and thermoset resins which are impregnating the fibres.
  • the reinforcement bar (1) shown in Figs. 1 - 3 has a rectangular shape with rounded corners (2) and with continuing bands (3) along each of its sides.
  • the composite bar is preferably manufactured of fibres which are impregnated through a bath of a resin or through a injection system where the fibres are sprinkled with a resin system and then formed in the forming process where the fibres and the resin are glued and cured together to the requested geometry, and with the specified outer texture of dents or recesses which may have been mechanically penetrated into the surface, moulded or extruded to the outer surface of the bar and or formed by print off a peel-ply texture or similar on the outer surface.
  • the cross section of the reinforcement bar is shown in Figure 2.
  • the reinforcement bar according to the invention is designed with rounded corners (corner ⁇ - ), each being defined by an angle (ang ⁇ . ) and a radius (r ⁇ . ), and longitudinal side bands (bands ⁇ . ) that may have defined depths (d ⁇ - ). By combining these parameters the reinforcement bar can be specifiedand specialized for the intended application.
  • One further unique design feature of the reinforcement bar according to the invention is the external surface texture and the way that this texture is provided on the bar, as described above. The surface texture defines a roughness which will give sufficient bond between the reinforcement bar and the main material to be strengthened.
  • the intention is to use the bars as the strengthening and the reinforcing element of structures and of products where forces from external loads or internal strains will be transfered to internal stresses in the main product material and in the bars.
  • This invention makes it possible to produce a reinforcement bar product with a geometry and a roughness as required and defined by testing of the main product, or in accordance with requirements in any design codes or standard defined for its kind, purpose or application. This roughness, i.e. the dents or recesses and their depths, is attained when the parameters defined in Figure 2 are varied within the range defined in Table 1 below to attain the geometry suited for the reguired product.
  • the roughness can be applied on the curved corners, comers ⁇ - , the sideway band, band ⁇ . 4 , separately or in any combination.
  • the roughness must be defined and applied in accordance with the area of application and in accordance with the necessary requirements of the roughness.
  • the roughness may, as an example, be chosen with a pattern as is shown in Figure 3, which defines a system for a principle on how to apply and arrange the location of the centroids (centre of gravity) of the dents or recesses shape types, shown in Figure 4, defined by three lengths, 1 1-3 and the angle, ⁇ .
  • the three lengths and the angle forms a triangle where the corners represent the location of the centroids of the dents /recesses which will form the texture pattern shown in Figure 3 and in Figure 4.
  • the roughness i.e. the texture pattern of the depressions, may be attained, as described above, by stamping, imprinting, impressing, copy printing of peel-ply texture pattern, texture film, moulding, extrusion or similar.
  • the depth must be defined from testing and calculations to achieve the correct bond between the material of the product or structure and the reinforcement bar and may be adjusted and specialized in each case where it is used.
  • uppermost and lowermost tables shows examples of designs related to the shapes and depths respectively of the depressions, dents or recesses of the surface texture patterns according to the invention. It should be stressed, however, that the invention is not limited to such designs. Thus the texture patterns and dents or recesses may be of any preferred design and may have different depths, widths and angles than what is shown and described above.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforced Plastic Materials (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Moulding By Coating Moulds (AREA)
PCT/NO2002/000393 2001-12-12 2002-10-30 Bar for reinforcing materials Ceased WO2003050364A1 (en)

Priority Applications (5)

Application Number Priority Date Filing Date Title
JP2003551376A JP2005511861A (ja) 2001-12-12 2002-10-30 補強材用の棒
EP02780192A EP1456484A1 (en) 2001-12-12 2002-10-30 Bar for reinforcing materials
US10/498,041 US20050079346A1 (en) 2001-12-12 2002-10-30 Bar for reinforcing materials
AU2002343263A AU2002343263A1 (en) 2001-12-12 2002-10-30 Bar for reinforcing materials
CA002469810A CA2469810A1 (en) 2001-12-12 2002-10-30 Bar for reinforcing materials

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
NO20016074A NO20016074D0 (no) 2001-12-12 2001-12-12 Armeringsstang for forsterkning av materialer
NO20016074 2001-12-12
NO20020618 2002-02-08
NO20020618A NO20020618L (no) 2001-12-12 2002-02-08 Armeringsstang for forsterkning av materialer

Publications (1)

Publication Number Publication Date
WO2003050364A1 true WO2003050364A1 (en) 2003-06-19

Family

ID=26649341

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/NO2002/000393 Ceased WO2003050364A1 (en) 2001-12-12 2002-10-30 Bar for reinforcing materials

Country Status (7)

Country Link
EP (1) EP1456484A1 (no)
JP (1) JP2005511861A (no)
CN (1) CN1271294C (no)
AU (1) AU2002343263A1 (no)
CA (1) CA2469810A1 (no)
NO (1) NO20020618L (no)
WO (1) WO2003050364A1 (no)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2562413B1 (en) 2005-02-03 2018-10-24 Vestas Wind Systems A/S Method of manufacturing a wind turbine blade shell member

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103590538A (zh) * 2013-11-07 2014-02-19 于国友 一种混凝土用非圆形筋材
CN106700241A (zh) * 2016-09-12 2017-05-24 青岛集威新材料科技有限公司 一种连续纤维增强热塑性复合树脂筋

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1046835A (ja) * 1996-08-02 1998-02-17 Taisei Corp Rc柱の耐震補強方法
US5989713A (en) * 1996-09-05 1999-11-23 The Regents Of The University Of Michigan Optimized geometries of fiber reinforcements of cement, ceramic and polymeric based composites
JP2000213106A (ja) * 1999-01-26 2000-08-02 Tokyu Constr Co Ltd コンクリ―ト構造部材の補強方法
DE19903681A1 (de) * 1999-01-29 2000-08-03 Sika Ag, Vormals Kaspar Winkler & Co Verfahren zur Herstellung von aus Flachbandlamellen bestehenden winkelförmigen Bauteilen
WO2001051730A1 (en) * 2000-01-13 2001-07-19 Dow Global Technologies Inc. Reinforcing bars for concrete structures
JP2001220900A (ja) * 2000-02-07 2001-08-17 Shimizu Corp コンクリート部材の補強構造

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0441198Y2 (no) * 1986-11-20 1992-09-28
JP2828574B2 (ja) * 1993-11-11 1998-11-25 フクビ化学工業株式会社 樹脂含浸繊維複合体製補強筋の製造方法

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1046835A (ja) * 1996-08-02 1998-02-17 Taisei Corp Rc柱の耐震補強方法
US5989713A (en) * 1996-09-05 1999-11-23 The Regents Of The University Of Michigan Optimized geometries of fiber reinforcements of cement, ceramic and polymeric based composites
JP2000213106A (ja) * 1999-01-26 2000-08-02 Tokyu Constr Co Ltd コンクリ―ト構造部材の補強方法
DE19903681A1 (de) * 1999-01-29 2000-08-03 Sika Ag, Vormals Kaspar Winkler & Co Verfahren zur Herstellung von aus Flachbandlamellen bestehenden winkelförmigen Bauteilen
WO2001051730A1 (en) * 2000-01-13 2001-07-19 Dow Global Technologies Inc. Reinforcing bars for concrete structures
JP2001220900A (ja) * 2000-02-07 2001-08-17 Shimizu Corp コンクリート部材の補強構造

Non-Patent Citations (3)

* Cited by examiner, † Cited by third party
Title
PATENT ABSTRACTS OF JAPAN vol. 1998, no. 6 30 April 1998 (1998-04-30) *
PATENT ABSTRACTS OF JAPAN vol. 2000, no. 11 3 January 2001 (2001-01-03) *
PATENT ABSTRACTS OF JAPAN vol. 2000, no. 25 12 April 2001 (2001-04-12) *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2562413B1 (en) 2005-02-03 2018-10-24 Vestas Wind Systems A/S Method of manufacturing a wind turbine blade shell member

Also Published As

Publication number Publication date
AU2002343263A1 (en) 2003-06-23
CN1602380A (zh) 2005-03-30
JP2005511861A (ja) 2005-04-28
CA2469810A1 (en) 2003-06-19
NO20020618L (no) 2003-06-13
NO20020618D0 (no) 2002-02-08
CN1271294C (zh) 2006-08-23
EP1456484A1 (en) 2004-09-15

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