US20090145074A1 - Reinforcing body made of fiber-reinforced plastic - Google Patents

Reinforcing body made of fiber-reinforced plastic Download PDF

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Publication number
US20090145074A1
US20090145074A1 US12/066,135 US6613506A US2009145074A1 US 20090145074 A1 US20090145074 A1 US 20090145074A1 US 6613506 A US6613506 A US 6613506A US 2009145074 A1 US2009145074 A1 US 2009145074A1
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US
United States
Prior art keywords
reinforcing
reinforcing rods
reinforcing body
rods
fibers
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.)
Abandoned
Application number
US12/066,135
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English (en)
Inventor
Kenichi Tsukamoto
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.)
BELTEC INDUSTRIETECHNIK GmbH
FiRep Rebar Tech GmbH
Original Assignee
BELTEC INDUSTRIETECHNIK GmbH
FiRep Rebar Tech GmbH
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 BELTEC INDUSTRIETECHNIK GmbH, FiRep Rebar Tech GmbH filed Critical BELTEC INDUSTRIETECHNIK GmbH
Assigned to BELTEC INDUSTRIETECHNIK GMBH reassignment BELTEC INDUSTRIETECHNIK GMBH ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: TSUKAMOTO, KENICHI
Assigned to FIREP REBAR TECHNOLOGY GMBH. reassignment FIREP REBAR TECHNOLOGY GMBH. CHANGE OF NAME (SEE DOCUMENT FOR DETAILS). Assignors: TSUKAMOTO, KENICHI
Publication of US20090145074A1 publication Critical patent/US20090145074A1/en
Abandoned legal-status Critical Current

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Classifications

    • 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
    • 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
    • E04C5/01—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
    • 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
    • E04C5/166—Connectors or means for connecting parts for reinforcements the reinforcements running in different directions

Definitions

  • the present invention relates to a reinforcing body for structures, according to the preamble of claim 1 , preferably for structures made of concrete or of other hydraulically setting materials, which may also be mixed with other materials, for example with ground materials.
  • the reinforcing body comprises a plurality of reinforcing rods each consisting of fiber-reinforced plastic and connected to one another at connecting points by connecting agents.
  • the individual reinforcing rods can be of any length and cross-sectional shape, and have end portions of any shape.
  • the reinforcing rods preferably have a round, in particular at least approximately circular cross-section and an axial extension that is at least substantially straight.
  • reinforcing bodies are generally known. They are used to increase mechanical strength, in particular for increasing the tensile strength of concrete structures. Concrete is a principal component of many structures, for example of buildings or bridges. However, in order to withstand the stresses that arise during use, it is essential that reinforcing struts, especially reinforcing struts that transfer tensile forces, be embedded as reinforcement in the concrete. Steel reinforcing rods and reinforcing bodies have proved over many years to provide suitable reinforcement of concrete buildings.
  • steel reinforcements can corrode in situations where the working conditions are particularly tough, especially in damp or chemically aggressive environments. Corrosion of the steel reinforcements leads to a reduction in the adhesive forces and/or to deterioration in the bedding between steel and concrete, which results in cracks and in flaking of the concrete. Not only does this cause an unaesthetic appearance of the buildings affected, but the corrosion of the steel reinforcements can lead above all to weakening and ultimately even to final collapse of the structure, thus signifying a major hazard. Due to the damage caused to structures by corrosion, substantial levels of repair and maintenance expense are necessary in order to avoid any further risks.
  • Reinforcement with non-corroding or corrosion-resistant reinforcing struts are known as a means of preventing corrosion-related problems.
  • reinforcing bodies can only be used to a limited extent in certain environmental conditions, for example where chlorine is present in high concentrations. In addition, they involve very high costs, which has hitherto opposed any comprehensive use.
  • FRP-rebars fiber-reinforced plastic
  • FRP fiber-reinforced plastic
  • Such FRP reinforcing bodies are resistant to corrosion and relatively inexpensive, so the aforementioned problems with corrosion can be combated permanently and efficaciously at low cost.
  • Fiber-reinforced plastics are composite fiber materials in which the plastic is combined with fibers made of a different material in order to obtain synergy effects and properties that are improved in the desired direction, especially to obtain mechanically improved properties.
  • the fibers used can be glass fibers, for example, which are preferably embedded in the plastic with “unidirectional” fiber orientation in the longitudinal direction of a rod profile.
  • the fibers give the composite material its high strength in the longitudinal direction, while the resin matrix serves to fix the fibers in position and simultaneously to protect them against damaging influences.
  • reinforcing bodies of the kind initially specified and made of fiber-reinforced plastics are also known.
  • the connecting agents used to connect the individual plastic rods to one another are often wires, however, particularly conventional tying wires, which in turn are prone to corrosion and can lead to the aforementioned problems.
  • these wire connections are only a temporary form of securing during transport and assembly, whereas after the concrete has hardened they can no longer make any significant contribution to increasing the tensile and shearing forces of the concrete body.
  • Such reinforcing bodies comprising reinforcing rods connected by wires are known, for example, from document WO 01/26974 A2.
  • Cable ties made of plastic are also used for connecting the individual rods.
  • wire By this means, however, as with the use of wire, only an extremely limited strength can be achieved, and the individual reinforcing rods are still always moved relatively easily in relation to one another.
  • These connecting agents merely result, likewise, in reinforcing bodies which do not optimally increase the load-bearing capacity of the concrete body.
  • a planar lattice fabric of the kind initially specified, and which can also be used as a reinforcing body, is known from document EP 0 387 968 A1 and from the associated German document DE 690 02 071 T2, in which the connecting agents comprise a warp yarn that is woven as a connection fiber into a plastic matrix.
  • the connection fibers in this leno fabric with a very small weft bending index of maximum 0.03, are curved to only a very small extent, with the result that they run almost in a straight line, substantially parallel to a reinforcing rod, and at the connecting points contact the transversely running reinforcing rods merely from one side over a highly limited circumferential portion.
  • This type of interweaving or intermeshing can only result, therefore, in a reinforcing body which has only relatively low strength and which is thus unable to provide optimal support for a concrete building.
  • the object of the present invention is therefore to provide a reinforcing body of the kind initially specified and of simple design, in which the individual reinforcing rods are joined together in a simple and efficient manner such that a very high strength is achieved while simultaneously enabling inexpensive production.
  • connection fibers embedded in a plastic matrix are wound several times about the reinforcing rods at the connecting points.
  • the main advantage lies in the fact that, in a surprisingly simple manner, a high-strength, in particular undisplacable and positionally stable connection of the individual reinforcing rods to one another is obtained, which can be produced with relatively little production effort and therefore at low cost.
  • the reinforcing rods are connected to one another in a particularly strong manner at the connecting points by multiple winding and subsequent hardening, such that a high-strength reinforcing body is obtained that ensures an optimal increase in the mechanical stability of a concrete structure provided therewith. At each individual connecting point, extremely high connecting forces are achieved.
  • connection fibers By embedding the connection fibers in a plastic matrix, the reinforcing rods are connected to one another substantially more strongly than is possible when using cable ties or wires.
  • the connecting agents used according to the invention are formed for their part by fiber-reinforced plastic, which can have connection fibers of any kind, any length, any diameter and any arrangement.
  • connection fibers are wound in different directions and/or with different orientations about each connecting point.
  • the connection fibers are preferably wound about the intersection at a cross-shaped connecting point at an angle of 45° to the left and at an angle of 45° to the right. This enables a particularly stable connection to be obtained.
  • connection fibers each intersect at a connecting point at one point or at two points on one reinforcing rod or on both reinforcing rods, respectively.
  • the strength of the connection can be further increased.
  • connection fibers are wound about the reinforcing rods in such a way that, when a tensile stress or compressive stress acts transversally to the longitudinal axis of a first reinforcing rod in the longitudinal direction of a second reinforcing rod, a connecting force S which satisfies the equation S>0.3*A S *R B is reached for a single connection point, where A S is the cross-sectional area of the second reinforcing rod and R B is the permissible working stress of the second reinforcing rod.
  • connection forces of up to 5000 N can be achieved at a single connecting point with reinforcing rods having a diameter of 6 mm.
  • Such high-strength yet highly compact connections between the reinforcing rods thus fulfill the same requirements as welding together reinforcing bodies made of steel.
  • connection fibers include glass fibers and/or aramide fibers and/or carbon fibers.
  • connection fibers include other fibers, for example silicon carbide fibers or boron fibers.
  • the connection fibers preferably comprise only one and the same kind of fiber.
  • connection fibers and/or the plastic in the plastic matrix at the connecting points consist of the same material as the fibers or plastic in the reinforcing rods.
  • the reinforcing rods have external surface profiling that can preferably be embodied in the form of ribs or a screw profile or a screw thread.
  • non-uniform profiling for example surfaces roughened by means of sand grains embedded in the resin, in the form of an outer coating, in order to increase the connecting forces and to improve embedding.
  • the reinforcing rods be arranged at least substantially perpendicular to one another.
  • the connecting agents can be attached in a particularly simple manner.
  • the reinforcing rods can also be arranged in any other orientations and/or at different angles.
  • the reinforcing rods are arranged at least substantially two-dimensionally in the form of a mat.
  • the individual reinforcing rods can preferably lie above one another in two planes and in this way form a right-angled lattice, in particular.
  • the inventive reinforcing body can be deployed particularly well in the desired size as a reinforcing mat in flat building elements, for example in ceilings or walls. It is particularly advantageous in such cases when all the reinforcing rods can extend in a straight line, wherein a first group of reinforcing rods extends in a first plane and wherein a second group of reinforcing rods extends in a second plane running parallel to the first plane. Deformation of individual reinforcing rods is not necessary in this case, so even fully hardened reinforcing rods can be connected to one another in a particularly simple and quick manner and with the desired high strength.
  • the reinforcing rods can also form a three-dimensional reinforcing body, in particular a reinforcing cage, a reinforcing pile or a lattice with three ribs or four ribs. Additional reinforcing rods running at an angle to the reinforcing rods arranged preferably at right angles can also be provided.
  • Particularly versatile deployability of the inventive reinforcing body can be achieved by embodying at least individual reinforcing rods with curving in sections thereof or throughout.
  • the curvatures can also be embodied so narrowly or with such a small bending radius that the reinforcing rods curved in such a manner in sections thereof are bent at an angle.
  • a plurality of reinforcing rods are preferably embodied such that they are completely bent to form a circle, and are connected on the inside and/or the outside to a plurality of reinforcing rods arranged preferably at a right angle thereto and extending at least approximately in a straight line to form a tubular reinforcing body which can be used as a pile reinforcement, for example. It is likewise possible, however, to embody the reinforcing rods running on the inside and/or the outside in a curved shape so that tubular reinforcing bodies with a curved profile are obtained, for example in the form of curved lattices.
  • a plurality of reinforcing rods are bent at an angle only in sections thereof and are embodied in the shape of a rectangle, in particular as a square, and are connected on the inside and/or on the outside to a plurality of reinforcing rods preferably arranged at a right angle thereto and extending at least approximately in a straight line to form a cuboidal reinforcing body. It is likewise possible to embody the reinforcing rods running on the inside and/or on the outside in a curved shape so that a reinforcing body with a generally curved profile, in particular in the form of a curved lattice is obtained.
  • the reinforcing bodies are prefabricated at the factory in such a way that the plastic matrix is fully hardened with the connection fibers embedded therein.
  • the inventive reinforcing bodies arrive in a totally rigid state at the building site, where they are integrated into the structure or into the concrete.
  • the connections between the reinforcing rods are preferably implemented mechanically using plier-type devices, which are preferably arranged in large numbers in a shared production area and which simultaneously produce a correspondingly large number and preferably all of the connection windings of a reinforcing body.
  • the reinforcing body can also be embodied as a prepreg, the plastic matrix with the connection fibers embedded therein being pre-hardened only to a certain degree such that a certain degree of mobility is provided in the connecting points, wherein said plastic matrix can be fully hardened at a later time by the application of heat.
  • prepreg is known per se.
  • a significant advantage consists in the fact that the reinforcing body can be used in particularly flexible ways, and can be shaped to current requirements at the building site and can then be finally fixated by brief heating.
  • FIG. 1 shows a plan view of a first reinforcing body according to the invention
  • FIG. 2 shows an enlarged cross-sectional view along the line A-A in FIG. 1 ;
  • FIG. 3 shows a plan view of a variant of a second reinforcing body according to the invention
  • FIG. 4 shows a three-dimensional view of a third reinforcing body according to the invention.
  • FIG. 5 shows a three-dimensional view of a fourth reinforcing body according to the invention.
  • the reinforcing body 1 shown in FIGS. 1 and 2 consists of four individual reinforcing rods 2 a and 2 b , each running in a straight line and arranged at right angles to one another in the manner of a double cross.
  • the two reinforcing rods 2 a are positioned parallel to one another in a first plane 3 a and the two other reinforcing rods 2 b are likewise arranged parallel to one another in a second plane 3 b on reinforcing rods 2 a .
  • reinforcing body 1 can also comprise a very much larger number of reinforcing rods 2 a and 2 b , similar to FIG. 3 , so FIG. 1 would then show only a portion of the entire reinforcing body 1 .
  • Reinforcing rods 2 a and 2 b embodied as FRP rebars, so called, each consist of fiber-reinforced plastic, in which glass fibers are embedded in a proportion of approximately 60% to 85% in a matrix of polyester resin.
  • aramide fibers or carbon fibers can equally well be embedded in a matrix of epoxy resin or vinylester resin.
  • the reinforcing rods 2 a and 2 b embodied with substantially circular cross-section are all of the same length, and of the same diameter here; the diameter is preferably in the range from 5 mm to 25 mm, but can also be greater.
  • the surfaces of reinforcing rods 2 a and 2 b are lightly profiled with a thread structure.
  • reinforcing rods 2 a and 2 b can also be of different diameters and/or of different lengths and shapes.
  • connecting agents 5 each comprise connection fibers 6 , which are embedded in a plastic matrix 7 and wound several times about reinforcing rods 2 a and 2 b .
  • the resin 7 is previously applied to the fiber material 6 in such a way that the fibers 6 are wound and applied in the “wet” state.
  • glass fibers 6 are surrounded by a matrix 7 of polyester resin.
  • connecting agents 5 can also produce a material fit after complete hardening of the resin 7 .
  • Connection fibers 6 are wound here on reinforcing rods 2 b at angles of +45° and ⁇ 45° diagonally to the longitudinal direction of reinforcing rods 2 b .
  • connection fibers 6 are guided in such a way that they cross both in front of and behind reinforcing rods 2 a (in relation to the plane of the drawing in FIG. 2 ).
  • the reinforcing body 10 shown in FIG. 3 and likewise substantially two-dimensional in structure consists of eighteen reinforcing rods 2 a and 2 b which are arranged at right angles to one another and are connected to one another, as a reinforcing mat in the shape of a lattice, at a total of eighty-one connecting points 4 .
  • reinforcing rods 2 a are located in a first plane 3 a , on which reinforcing rods 2 b are arranged in a second plane 3 b.
  • the inventive connecting agents 5 each comprise connection fibers 6 , which are embedded in a plastic matrix 7 and wound several times about reinforcing rods 2 a and 2 b .
  • a high-strength connection among the individual reinforcing rods 2 a , 2 b is obtained, which leads to a stable and light reinforcing body 1 that is totally insensitive to corrosion and which can be used advantageously in concrete ceilings or concrete walls.
  • reinforcing body 1 can be used on bridges or buildings or in tunnel construction to reinforce concrete or similar construction materials.
  • FIGS. 4 and 5 show reinforcing bodies 11 and 12 , which have a three-dimensional shape in the form of a tube ( FIG. 4 ) and a cuboid ( FIG. 5 ), respectively.
  • the reinforcing body 11 shown in FIG. 4 consists of two reinforcing rods 2 a bent in the shape of a circle, which are connected to one another by six reinforcing rods 2 b running parallel to one another and which are each fixed in the inventive manner to the inner circumference of the circular reinforcing rods 2 a at a right angle.
  • connecting agents 5 each comprise connection fibers 6 that are embedded in a plastic matrix 7 and wound about reinforcing rods 2 a and 2 b several times at the respective connecting points 4 .
  • the highly stable reinforcing bodies 11 and 12 thus obtained, which are totally insensitive to corrosion, can be used advantageously as pile reinforcements.
  • reinforcing bodies 1 , 10 , 11 and 12 can vary in the quantity and/or shape and/or size and/or orientation of the reinforcing rods. Fibers and/or plastics made of other materials can also be used. Connection fibers 6 , likewise, can be arranged differently. Furthermore, different kinds of reinforcing rods, particularly reinforcing rods of different size and/or shape, can be joined together to form a reinforcing body.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Laminated Bodies (AREA)
  • Reinforced Plastic Materials (AREA)
  • Working Measures On Existing Buildindgs (AREA)
US12/066,135 2005-09-10 2006-09-11 Reinforcing body made of fiber-reinforced plastic Abandoned US20090145074A1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE102005043386.3 2005-09-10
DE102005043386A DE102005043386A1 (de) 2005-09-10 2005-09-10 Bewehrungskörper aus faserverstärktem Kunststoff
PCT/EP2006/008830 WO2007028652A1 (de) 2005-09-10 2006-09-11 Bewehrungskörper aus faserverstärktem kunststoff

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US20090145074A1 true US20090145074A1 (en) 2009-06-11

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US12/066,135 Abandoned US20090145074A1 (en) 2005-09-10 2006-09-11 Reinforcing body made of fiber-reinforced plastic

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Country Link
US (1) US20090145074A1 (xx)
EP (1) EP1924751B1 (xx)
JP (1) JP4796143B2 (xx)
KR (1) KR101327118B1 (xx)
CN (1) CN101263270B (xx)
AT (1) ATE463631T1 (xx)
AU (1) AU2006289279B2 (xx)
BR (1) BRPI0615640A2 (xx)
CA (1) CA2619816C (xx)
DE (2) DE102005043386A1 (xx)
ES (1) ES2344155T3 (xx)
IL (1) IL190035A0 (xx)
NO (1) NO20080949L (xx)
NZ (1) NZ566212A (xx)
PL (1) PL1924751T3 (xx)
RU (1) RU2008113914A (xx)
WO (1) WO2007028652A1 (xx)
ZA (1) ZA200803068B (xx)

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US8375678B1 (en) 2009-09-28 2013-02-19 Felix E. Ferrer Methods for construction of pre-fabricated modular reinforcement cages for concrete structures
US20140305062A1 (en) * 2013-01-16 2014-10-16 Rupert Heron Masonry units and structures formed therefrom
CN104563522A (zh) * 2014-11-25 2015-04-29 中冶建筑研究总院有限公司 Frp筋的固定连接方法
US20150204075A1 (en) * 2012-08-31 2015-07-23 Firep Rebar Technology Gmbh Method for producing reinforcement elements from fibre-reinforced plastic and reinforcement elements produced using said method
US9267287B1 (en) * 2014-01-22 2016-02-23 Steven James Bongiorno Pre-fabricated threaded bar assemblies
US10280621B2 (en) 2015-04-08 2019-05-07 A New Twist Llc Method of tying a rebar tie
US10815151B2 (en) 2017-07-03 2020-10-27 Solidian Gmbh Method and apparatus for producing a reinforcement mesh
US11149397B2 (en) * 2019-12-09 2021-10-19 Basalt World Corp. Side loaded remediation method and apparatus for reinforced concrete pilings
US20220412082A1 (en) * 2021-06-23 2022-12-29 9443-3638 Québec inc. Composite ceiling and method of construction
US20220412090A1 (en) * 2021-06-29 2022-12-29 Saudi Arabian Oil Company Mechanical couplings for reinforcing bars
IT202100026576A1 (it) * 2021-10-18 2023-04-18 Pre Sac S R L Reticolato di barre e sfere cave in plastica dura per l’armamento di conglomerato cementizio
US20230407636A1 (en) * 2022-06-16 2023-12-21 ICF Building Systems LLC Concrete form systems, devices, and related methods

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FR2937352B1 (fr) * 2008-10-16 2010-11-26 Kp1 Insert de brochage pour poutre en beton arme ou precontraint
CN101560816B (zh) * 2009-05-15 2011-03-09 同济大学 Frp筋纤维布缠接同轴连接方法
DE102014102861A1 (de) * 2014-03-04 2015-09-10 Technische Universität Dresden Bewehrungsgitter für den Betonbau, Hochleistungsfilamentgarn für den Betonbau und Verfahren zu deren Herstellung
CN106639477B (zh) * 2017-01-22 2018-09-21 武汉大学 一种具有抗震和自愈合性能的内置阻尼梁构件
DE102017107948A1 (de) * 2017-04-12 2018-10-18 Technische Universität Dresden Bewehrungsstab zum Einbringen in eine Betonmatrix sowie dessen Herstellungsverfahren, ein Bewehrungssystem aus mehreren Bewehrungsstäben sowie ein Betonbauteil
CN108824702B (zh) * 2018-07-25 2023-10-03 广东工业大学 一种大直径frp筋材端部连接结构和连接方法及其应用
RU2725981C1 (ru) * 2019-05-13 2020-07-08 Общество с ограниченной ответственностью "ГАЛЕН" Арматурная сетка из композитного материала
DE102019126609A1 (de) * 2019-10-02 2021-04-08 Technische Universität Dresden Rohrförmiges Bewehrungselement, Verfahren zu dessen Herstellung, Verwendung, Globalbewehrung, Druckerbeschreibungsdatei und Betonbauteil
JP7317314B2 (ja) * 2019-10-08 2023-07-31 国立大学法人東海国立大学機構 構造物、構造体、構造体の製造方法、及び構造物の製造方法

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JP2009508021A (ja) 2009-02-26
AU2006289279A1 (en) 2007-03-15
DE502006006652D1 (de) 2010-05-20
BRPI0615640A2 (pt) 2011-05-24
CN101263270A (zh) 2008-09-10
KR20080036144A (ko) 2008-04-24
AU2006289279B2 (en) 2011-08-04
WO2007028652A1 (de) 2007-03-15
NZ566212A (en) 2010-04-30
ES2344155T3 (es) 2010-08-19
ATE463631T1 (de) 2010-04-15
EP1924751A1 (de) 2008-05-28
PL1924751T3 (pl) 2010-09-30
RU2008113914A (ru) 2009-10-20
IL190035A0 (en) 2008-08-07
KR101327118B1 (ko) 2013-11-07
EP1924751B1 (de) 2010-04-07
CA2619816C (en) 2013-06-25
JP4796143B2 (ja) 2011-10-19
AU2006289279A2 (en) 2008-04-03
CN101263270B (zh) 2010-12-15
DE102005043386A1 (de) 2007-03-15

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