WO2002047878A1 - Reinforced material - Google Patents
Reinforced material Download PDFInfo
- Publication number
- WO2002047878A1 WO2002047878A1 PCT/GB2001/005366 GB0105366W WO0247878A1 WO 2002047878 A1 WO2002047878 A1 WO 2002047878A1 GB 0105366 W GB0105366 W GB 0105366W WO 0247878 A1 WO0247878 A1 WO 0247878A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- reinforcing members
- solid state
- reinforced material
- elongate
- reinforced
- Prior art date
Links
- 239000000463 material Substances 0.000 title claims abstract description 63
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 69
- 239000007787 solid Substances 0.000 claims abstract description 66
- 239000011148 porous material Substances 0.000 claims description 32
- 239000004020 conductor Substances 0.000 claims description 22
- 239000004567 concrete Substances 0.000 claims description 13
- 239000003989 dielectric material Substances 0.000 claims description 13
- 239000004065 semiconductor Substances 0.000 claims description 10
- 229910052751 metal Inorganic materials 0.000 claims description 5
- 239000002184 metal Substances 0.000 claims description 5
- 229910052709 silver Inorganic materials 0.000 claims description 5
- 239000004332 silver Substances 0.000 claims description 5
- BASFCYQUMIYNBI-UHFFFAOYSA-N platinum Chemical compound [Pt] BASFCYQUMIYNBI-UHFFFAOYSA-N 0.000 claims description 4
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 claims description 2
- 229910010293 ceramic material Inorganic materials 0.000 claims description 2
- 229910052802 copper Inorganic materials 0.000 claims description 2
- 239000010949 copper Substances 0.000 claims description 2
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 claims description 2
- 229910052737 gold Inorganic materials 0.000 claims description 2
- 239000010931 gold Substances 0.000 claims description 2
- 229910052697 platinum Inorganic materials 0.000 claims description 2
- 230000002787 reinforcement Effects 0.000 description 7
- 239000011159 matrix material Substances 0.000 description 6
- 238000000034 method Methods 0.000 description 6
- 239000000203 mixture Substances 0.000 description 6
- 239000002121 nanofiber Substances 0.000 description 6
- WFKWXMTUELFFGS-UHFFFAOYSA-N tungsten Chemical compound [W] WFKWXMTUELFFGS-UHFFFAOYSA-N 0.000 description 6
- 239000011150 reinforced concrete Substances 0.000 description 5
- BQCADISMDOOEFD-UHFFFAOYSA-N Silver Chemical compound [Ag] BQCADISMDOOEFD-UHFFFAOYSA-N 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 239000003292 glue Substances 0.000 description 3
- 239000000523 sample Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- GWEVSGVZZGPLCZ-UHFFFAOYSA-N Titan oxide Chemical compound O=[Ti]=O GWEVSGVZZGPLCZ-UHFFFAOYSA-N 0.000 description 2
- MCMNRKCIXSYSNV-UHFFFAOYSA-N Zirconium dioxide Chemical compound O=[Zr]=O MCMNRKCIXSYSNV-UHFFFAOYSA-N 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- AYJRCSIUFZENHW-UHFFFAOYSA-L barium carbonate Chemical compound [Ba+2].[O-]C([O-])=O AYJRCSIUFZENHW-UHFFFAOYSA-L 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 150000001875 compounds Chemical class 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 229920003023 plastic Polymers 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 239000011398 Portland cement Substances 0.000 description 1
- NINIDFKCEFEMDL-UHFFFAOYSA-N Sulfur Chemical compound [S] NINIDFKCEFEMDL-UHFFFAOYSA-N 0.000 description 1
- 239000005864 Sulphur Substances 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005684 electric field Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- UTVFAARNXOSXLG-UHFFFAOYSA-M iodo(sulfanylidene)stibane Chemical compound I[Sb]=S UTVFAARNXOSXLG-UHFFFAOYSA-M 0.000 description 1
- 150000002500 ions Chemical class 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 229910052710 silicon Inorganic materials 0.000 description 1
- 239000010703 silicon Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B35/00—Shaped ceramic products characterised by their composition; Ceramics compositions; Processing powders of inorganic compounds preparatory to the manufacturing of ceramic products
- C04B35/71—Ceramic products containing macroscopic reinforcing agents
- C04B35/74—Ceramic products containing macroscopic reinforcing agents containing shaped metallic materials
- C04B35/76—Fibres, filaments, whiskers, platelets, or the like
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
-
- 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
- E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
- E04C5/04—Mats
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/07—Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal
-
- H—ELECTRICITY
- H10—SEMICONDUCTOR DEVICES; ELECTRIC SOLID-STATE DEVICES NOT OTHERWISE PROVIDED FOR
- H10N—ELECTRIC SOLID-STATE DEVICES NOT OTHERWISE PROVIDED FOR
- H10N30/00—Piezoelectric or electrostrictive devices
- H10N30/80—Constructional details
- H10N30/85—Piezoelectric or electrostrictive active materials
- H10N30/852—Composite materials, e.g. having 1-3 or 2-2 type connectivity
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B82—NANOTECHNOLOGY
- B82Y—SPECIFIC USES OR APPLICATIONS OF NANOSTRUCTURES; MEASUREMENT OR ANALYSIS OF NANOSTRUCTURES; MANUFACTURE OR TREATMENT OF NANOSTRUCTURES
- B82Y40/00—Manufacture or treatment of nanostructures
Definitions
- the invention relates to a reinforced material having high strength and a resilient construction.
- a reinforced material comprising a solid body having a plurality of intersecting holes formed therein and a plurality of elongate solid state reinforcing members located within the holes, wherein the elongate solid state reinforcing members . are flexibly mutually joined where they intersect with each other, and wherein the holes and the elongate solid state reinforcing members have cross-sectional dimensions on a micrometric scale.
- the holes and the elongate solid state reinforcing members have cross- sectional dimensions (e.g. thicknesses or diameters or the like) on a nanometric scale, that is, less than 1 micrometre.
- a reinforced material comprising a solid body having a plurality of intersecting holes formed therein and a plurality of elongate solid state reinforcing members located within the holes, wherein the elongate solid state reinforcing members are flexibly mutually joined where they intersect with each other and wherein the elongate solid state reinforcing members are not affixed along their lengths to the solid state body.
- the holes and the elongate solid state reinforcing members of the second aspect of the present invention may have cross-sectional dimensions on both a micrometric or nanometric scale as well as a macroscopic scale.
- embodiments of the present invention seek to provide an increase in the strength and elasticity of a reinforced material.
- embodiments of the present invention are envisaged to be applicable to macroscopic structures such as reinforced concrete having, for example, metal reinforcing members formed therein, further embodiments of the present invention also relate to a reinforced material having reinforcements formed therein on a microscopic scale, more preferably a nanometric scale.
- reinforcing members are flexibly joined where they intersect with each other, this flexibility serving to provide increased resilience of the reinforced material as compared to known reinforced materials including reinforcing members that are rigidly mutually connected, for example by way of welding. This increased resilience helps to allow the reinforced material to flex in response to applied stresses and thereby reduces the likelihood of destruction or damage.
- the reinforcing members may be mutually joined at their points of intersection by way of pivotable or hinge-like mechanical joints, or by way of magnetic, electromagnetic or electrostatic forces including interatomic, intermolecular or intramolecular forces, such as ionic, covalent or other chemical bonds or Nan der Waal's forces, or by way of flexibly adhering the reinforcing members to each other at their points of intersection with a suitable adhesive compound that remains flexible when set.
- the reinforcing members may be mutually joined at their points of intersection through interatomic, intermolecular or intramolecular forces, including electrostatic and electromagnetic forces such as ionic, covalent or other chemical bonds or Nan der Waal's forces, and also magnetic forces. Which of these forces is appropriate will generally be determined by the nature and composition of the reinforcing members. It is also possible to use a flexible adhesive compound to join the reinforcing members as discussed above in relation to macroscopic embodiments of the present invention.
- the reinforcing members are not affixed to the solid state material along the lengths of the holes.
- One way of achieving this result is to ensure that there is a gap between an outer perimeter of the reinforcing members and an inner surface of the holes.
- This gap may be an air gap, or may be provided by slidably encasing the reinforcing members in sleeves before inserting them into the holes.
- the sleeves may be made out of a plastics material or any other suitable material.
- the sleeves are preferably configured so as to allow the reinforcing members to be flexibly joined at their intersections, and may thus be comprised as separate longitudinal sections.
- reinforced concrete is traditionally formed by assembling a skeletal f amework of metal reinforcing members and then casting concrete about the reinforcing members. It will be apparent that in this traditional construction, the reinforcing members become immovably embedded in and adhered to the concrete.
- a skeletal framework of flexibly mutually joined reinforcing members slidably retained within, say, plastics sleeves, it is possible to cast concrete about this f amework so as to form a structure in which the reinforcing members do not adhere to the concrete but retain a degree of flexible movement in relation thereto.
- the reinforced material of the present invention may be constructed by forming intersecting holes or pores in a solid body by any appropriate method.
- reinforcing chains are then formed by linking together a series of lengths of solid state reinforcing members by way of flexible joints.
- a first set of reinforcing chains is then inserted into a first set of holes which extend in a first general direction through the solid body, followed by a second set of reinforcing chains which is inserted into a second set of holes which extend in a second general direction.
- the chains are then flexibly joined together where they intersect by way of the techniques discussed above.
- the flexible joints can be formed by applying a glue to the intersections between the reinforcing members, the glue being chosen so as to retain elasticity after it has set.
- the intersecting holes may be in the form of pores.
- Macroscopic and nanometric embodiments of the present invention may have particularly advantageous features when using particular construction materials.
- the solid having the intersecting holes may be made from a dielectric material, a semiconductor material or a conductive material.
- the elongate solid state reinforcing members may be made from a dielectric material, a semiconductor material or a conductive material.
- the elongate solid state reinforcing members may be made partly from a dielectric material and partly from a semiconductor material.
- the elongate solid state reinforcing members may be made partly from a dielectric material and partly from a conductive material.
- the elongate solid state reinforcing members may be made partly from a semiconductor material and partly from a conductive material.
- the elongate solid state reinforcing members may be made partly from a dielectric material, partly from a semiconductor material and partly from a conductive material.
- At least part of the dielectric material maybe made of a ceramic material.
- a conductive material is used, either for the solid body or for the reinforcing members, at least part of the conductive material may be made of silver. Where a conductive material is used, either for the solid body or for the reinforcing members, at least part of the conductive material may be made of gold.
- a conductive material is used, either for the solid body or for the reinforcing members, at least part of the conductive material may be made of platinum.
- a conductive material is used, either for the solid body or for the reinforcing members, at least part of the conductive material may be made of copper.
- the holes or pores and the elongate solid state reinforcing members may be formed with a cross-section or width of 10 to 200 nanometres.
- the holes or pores and the elongate solid state reinforcing members may be formed with a length of 100 to 1000 nanometres.
- FIGURE 1 shows a schematic cross section through the reinforced material of a first embodiment of the present invention.
- FIGURE 2 shows a schematic cross section through the reinforced material of a second embodiment of the present invention.
- Figure 1 shows a solid body (1) in which is formed a plurality of intersecting holes containing elongate solid state reinforcing members (2) flexibly joined at their intersections (3) byway of forces acting over a distance (in this case, electromagnetic forces).
- the reinforced material is manufactured in the following way. Firstly, the intersecting holes are created inside the solid (1) by any appropriate method known in the art. A plurality of chains is then formed by connecting a number of elongate solid state reinforcing members (2) together in series by way flexible joints. A first set of chains is then inserted into a first set of holes in a first given direction (A), and a second set of chains in then inserted into a second set of holes in a second given direction (B). Further flexible joints (3) are then created where the chains intersect by using a mechanism of forces acting at a distance.
- the flexible joints may alternatively be created by using a glue which preserves its elasticity after congelation or setting.
- the elongate solid state reinforcing members (2) flexible joints (3) inside the solid body (1) can originate from penetration of another material deposited on the surface of the solid body (1) and extending into its bulk.
- the materials for the solid body (1) and the elongate solid state reinforcing members (2), as well as the type of flexible joint, may be selected on the basis of specific requirements for the operational characteristics of the reinforced material. Examples:
- a piezoceramic blank is produced using standard technology, having for example a composition: BaCO 3 - 19.8 mole %, TiO 2 - 22.5 mole %, PbO - 4.7 mole %, ZrO 2 - 3.1 mole %, CaO - 0.75 mole % (a pressed piezoceramic charge including a binding agent is baked at a temperature of 1300-1450°C and then gradually and evenly cooled down).
- Nano-pores are formed on one of the faces of the piezoceramic blank by an electroerosion method using a sharp probe of diameter 20nm which is made, for example, from antimony sulfoiodide (SbSI).
- the electroerosion treatment is carried out by pulses of negative polarity with a scanning step of 600nm, a modifying voltage of 4N and a processing time per pore of 400ns.
- a second probe made for example of silver (with a sharp point of diameter lOnm), is used to form silver nano-fibres inside the nano-pores.
- the nano-fibres are produced by a method of ion sedimentation during application of positive pulses (treatment step - 600nm, modifying voltage - 2N, treatment time - 600ns).
- the first and second probes are positioned with the help of a scanning tunnelling electron microscope.
- a piezoceramic produced under the described method has nano-pores with a cross section of 20 to lOOn and a depth of 300 to lOOOnm. Nano-fibres with a length of 300 to lOOOnm and a cross section of 10 to lOOnm are embedded in the pores. The concentration of pores is on average 7 pores per ⁇ m 2 .
- the nano-fibres are made of silver.
- the tensile strength of the original piezoceramic plate without the "nano-fibre in nano-pore” structure is 2200N/mm 2 .
- the provision of a "nano-fibre in nano-pore” structure increases the tensile strength to 3100N/mm 2 .
- the tensile strength can be increased still further to 4400N/mm 2 .
- Tungsten wire is used as a source material.
- a net of pores with a cross section of 20 to lOOnm is formed on the surface of the tungsten wire at a depth of 300 to lOOOnm with the help of mechanical deformation (by bending a 20mm length wire at 2mm intervals).
- Nano-fibres are embedded into the pores at a depth of 300 to lOOOnm and a cross section of 10 to lOOnm. The concentration of the pores is on average 5 pores per ⁇ m .
- the nano-fibres are made of silicon.
- the tensile strength of the original tungsten wire without the "nano-fibre in nano- pore" structure is 3600N/mm 2 . With the use of a "nano-fibre in nano-pore” structure, the strength increases to 4400N/mm 2 .
- the described 'reinforced material' has a strength of 5400N/mm 2 .
- Tungsten wire is used as a source material.
- a net of pores with a cross section of 20 to lOOnm is formed on the surface of the tungsten wire at a depth of 300 to lOOOnm with the help of mechanical deformation (by bending a 20mm length wire at 2mm intervals).
- Nano-fibres are embedded into the pores at a depth of 300 to lOOOnm and a cross section of 10 to lOOnm. The concentration of the pores is on average 4 pores per ⁇ m 2 .
- the nano-fibres are made of sulphur.
- the tensile strength of the original tungsten wire is 3600N/mm 2 .
- the use of a "nano- fibre in nano-pore" structure increases the strength to 4100N/mm 2 .
- the described reinforced material has a strength of 4600N/mm 2 .
- a concrete mixture is formed from 15% weight Portland cement, 45% weight sand, 1% weight plasticising agent and 39% weight crushed stone (average stone particle weight 75g). This mixture is then mixed with 50% weight water so as to form concrete.
- a matrix of steel reinforcement bars 4, 5 is then constructed, the bars each being provided with 1mm thick PNC sleeves 6 which allow the bars 4, 5 to move slidably therein.
- the matrix comprises main longitudinal reinforcement bars 4 and auxiliary transverse reinforcement bars 5.
- the reinforcement matrix is then placed in a mould and a concrete mixture 7 is poured over the matrix into the mould.
- a vibrator is applied for around 10 to 15 minutes so as to cause the concrete mixture 7 to settle properly, and the mould is then heated to 700°C for 30 minutes so as to help the concrete 7 to set.
- the PNC sleeves 6 of the steel reinforcement bars 4, 5 are pressed tightly together by the concrete 7.
- the PNC sleeves 6, at their points of intersection 8, are joined by way of electrostatic covalent bonds which have a transverse bond strength in the direction of arrow A of up to 6000 ⁇ /m 2 , and a relatively lower longitudinal bond strength in the direction of arrow B of up to 500 ⁇ /m 2 .
- the relatively low longitudinal bond strength provides the required flexibility in the j oin.
- the reinforced concrete structure produced in accordance with this embodiment of the present invention has a tensile strength of 5600N/m 2 as opposed to 4700N/m 2 .
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Architecture (AREA)
- Ceramic Engineering (AREA)
- Structural Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Civil Engineering (AREA)
- Materials Engineering (AREA)
- Mechanical Engineering (AREA)
- Organic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Composite Materials (AREA)
- Reinforcement Elements For Buildings (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Laminated Bodies (AREA)
- Non-Insulated Conductors (AREA)
- Insulating Bodies (AREA)
- Medicinal Preparation (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
Claims
Priority Applications (6)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR10-2003-7007791A KR20030060986A (en) | 2000-12-12 | 2001-12-04 | Reinforced material |
EP01270412A EP1341651A1 (en) | 2000-12-12 | 2001-12-04 | Reinforced material |
CA002429823A CA2429823A1 (en) | 2000-12-12 | 2001-12-04 | Reinforced material |
JP2002549437A JP2004528185A (en) | 2000-12-12 | 2001-12-04 | Reinforcement material |
AU2002222124A AU2002222124A1 (en) | 2000-12-12 | 2001-12-04 | Reinforced material |
US10/460,078 US20040188715A1 (en) | 2000-12-12 | 2003-06-12 | Reinforced material |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB0030254A GB2370587B (en) | 2000-12-12 | 2000-12-12 | Reinforced material |
GB0030254.7 | 2000-12-12 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2002047878A1 true WO2002047878A1 (en) | 2002-06-20 |
Family
ID=9904905
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/GB2001/005366 WO2002047878A1 (en) | 2000-12-12 | 2001-12-04 | Reinforced material |
Country Status (10)
Country | Link |
---|---|
US (1) | US20040188715A1 (en) |
EP (1) | EP1341651A1 (en) |
JP (1) | JP2004528185A (en) |
KR (1) | KR20030060986A (en) |
CN (1) | CN1479669A (en) |
AU (1) | AU2002222124A1 (en) |
CA (1) | CA2429823A1 (en) |
GB (2) | GB2371327B (en) |
HK (1) | HK1045350B (en) |
WO (1) | WO2002047878A1 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2913747B1 (en) * | 2007-03-16 | 2009-04-24 | Messier Dowty Sa Sa | METHOD FOR PRODUCING STIFFENERS IN COMPOSITE MATERIAL |
JP5562279B2 (en) * | 2011-03-17 | 2014-07-30 | 株式会社安部日鋼工業 | PC steel sheath connection device |
DE102018109501A1 (en) | 2018-04-20 | 2019-10-24 | Peri Gmbh | Reinforcement of 3D printed concrete bodies |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3444645A1 (en) * | 1984-12-07 | 1986-06-19 | Hochtemperatur-Reaktorbau GmbH, 4600 Dortmund | Production of a reinforcement |
RU2056492C1 (en) | 1992-12-31 | 1996-03-20 | Олег Александрович Вадачкория | Structural member |
WO2000040506A1 (en) * | 1998-12-30 | 2000-07-13 | Intellikraft Limited | Solid-state material |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0067237B1 (en) * | 1981-06-12 | 1984-09-05 | Werner Vogel | Reinforcement in the shape of plastic-laminated fibre cloth |
DE3411591C1 (en) * | 1984-03-29 | 1985-06-13 | Hochtief Ag Vorm. Gebr. Helfmann, 4300 Essen | Shear reinforcement element for reinforced concrete structures |
US5326525A (en) * | 1988-07-11 | 1994-07-05 | Rockwell International Corporation | Consolidation of fiber materials with particulate metal aluminide alloys |
US5763043A (en) * | 1990-07-05 | 1998-06-09 | Bay Mills Limited | Open grid fabric for reinforcing wall systems, wall segment product and methods of making same |
US6265046B1 (en) * | 1999-04-30 | 2001-07-24 | Xerox Corporation | Electrical component having fibers oriented in at least two directions |
US6461528B1 (en) * | 1999-10-29 | 2002-10-08 | California Institute Of Technology | Method of fabricating lateral nanopores, directed pore growth and pore interconnects and filter devices using the same |
-
2000
- 2000-12-12 GB GB0129072A patent/GB2371327B/en not_active Expired - Fee Related
- 2000-12-12 GB GB0030254A patent/GB2370587B/en not_active Expired - Fee Related
-
2001
- 2001-12-04 WO PCT/GB2001/005366 patent/WO2002047878A1/en not_active Application Discontinuation
- 2001-12-04 CN CNA018203914A patent/CN1479669A/en active Pending
- 2001-12-04 CA CA002429823A patent/CA2429823A1/en not_active Abandoned
- 2001-12-04 EP EP01270412A patent/EP1341651A1/en not_active Withdrawn
- 2001-12-04 KR KR10-2003-7007791A patent/KR20030060986A/en not_active Application Discontinuation
- 2001-12-04 JP JP2002549437A patent/JP2004528185A/en active Pending
- 2001-12-04 AU AU2002222124A patent/AU2002222124A1/en not_active Abandoned
-
2002
- 2002-09-25 HK HK02106984.3A patent/HK1045350B/en not_active IP Right Cessation
-
2003
- 2003-06-12 US US10/460,078 patent/US20040188715A1/en not_active Abandoned
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3444645A1 (en) * | 1984-12-07 | 1986-06-19 | Hochtemperatur-Reaktorbau GmbH, 4600 Dortmund | Production of a reinforcement |
RU2056492C1 (en) | 1992-12-31 | 1996-03-20 | Олег Александрович Вадачкория | Structural member |
WO2000040506A1 (en) * | 1998-12-30 | 2000-07-13 | Intellikraft Limited | Solid-state material |
EP1156011A1 (en) * | 1998-12-30 | 2001-11-21 | Intellikraft Limited | Solid-state material |
Also Published As
Publication number | Publication date |
---|---|
GB0030254D0 (en) | 2001-01-24 |
EP1341651A1 (en) | 2003-09-10 |
US20040188715A1 (en) | 2004-09-30 |
GB2370587B (en) | 2002-11-13 |
GB2371327B (en) | 2002-11-13 |
KR20030060986A (en) | 2003-07-16 |
HK1045350A1 (en) | 2002-11-22 |
HK1045350B (en) | 2003-02-28 |
GB2371327A (en) | 2002-07-24 |
GB2370587A (en) | 2002-07-03 |
CN1479669A (en) | 2004-03-03 |
AU2002222124A1 (en) | 2002-06-24 |
JP2004528185A (en) | 2004-09-16 |
GB0129072D0 (en) | 2002-01-23 |
CA2429823A1 (en) | 2002-06-20 |
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