EP3755525A1 - Brin en fibres de verre et/ou de basalte pour béton précontraint - Google Patents

Brin en fibres de verre et/ou de basalte pour béton précontraint

Info

Publication number
EP3755525A1
EP3755525A1 EP19705202.0A EP19705202A EP3755525A1 EP 3755525 A1 EP3755525 A1 EP 3755525A1 EP 19705202 A EP19705202 A EP 19705202A EP 3755525 A1 EP3755525 A1 EP 3755525A1
Authority
EP
European Patent Office
Prior art keywords
strand
wire
strands
concrete
wires
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.)
Pending
Application number
EP19705202.0A
Other languages
German (de)
English (en)
Inventor
Antonio NANNI
Marco Arduini
Flavio Bruschi
Gabriele Balconi
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.)
Sireg Geotech Srl
University of Miami
Original Assignee
Sireg Geotech Srl
University of Miami
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 Sireg Geotech Srl, University of Miami filed Critical Sireg Geotech Srl
Publication of EP3755525A1 publication Critical patent/EP3755525A1/fr
Pending legal-status Critical Current

Links

Classifications

    • D—TEXTILES; PAPER
    • D01—NATURAL OR MAN-MADE THREADS OR FIBRES; SPINNING
    • D01F—CHEMICAL FEATURES IN THE MANUFACTURE OF ARTIFICIAL FILAMENTS, THREADS, FIBRES, BRISTLES OR RIBBONS; APPARATUS SPECIALLY ADAPTED FOR THE MANUFACTURE OF CARBON FILAMENTS
    • D01F9/00—Artificial filaments or the like of other substances; Manufacture thereof; Apparatus specially adapted for the manufacture of carbon filaments
    • D01F9/08—Artificial filaments or the like of other substances; Manufacture thereof; Apparatus specially adapted for the manufacture of carbon filaments of inorganic material
    • C—CHEMISTRY; METALLURGY
    • C03—GLASS; MINERAL OR SLAG WOOL
    • C03C—CHEMICAL COMPOSITION OF GLASSES, GLAZES OR VITREOUS ENAMELS; SURFACE TREATMENT OF GLASS; SURFACE TREATMENT OF FIBRES OR FILAMENTS MADE FROM GLASS, MINERALS OR SLAGS; JOINING GLASS TO GLASS OR OTHER MATERIALS
    • C03C25/00—Surface treatment of fibres or filaments made from glass, minerals or slags
    • C03C25/10—Coating
    • C03C25/1025—Coating to obtain fibres used for reinforcing cement-based products
    • C03C25/103—Organic coatings
    • D—TEXTILES; PAPER
    • D07—ROPES; CABLES OTHER THAN ELECTRIC
    • D07B—ROPES OR CABLES IN GENERAL
    • D07B1/00—Constructional features of ropes or cables
    • D07B1/02—Ropes built-up from fibrous or filamentary material, e.g. of vegetable origin, of animal origin, regenerated cellulose, plastics
    • 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
    • E04C5/08—Members specially adapted to be used in prestressed constructions
    • E04C5/085—Tensile members made of fiber reinforced plastics
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/08—Members specially adapted to be used in prestressed constructions
    • E04C5/12—Anchoring devices
    • E04C5/122—Anchoring devices the tensile members are anchored by wedge-action
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C70/00—Shaping composites, i.e. plastics material comprising reinforcements, fillers or preformed parts, e.g. inserts
    • B29C70/04—Shaping composites, i.e. plastics material comprising reinforcements, fillers or preformed parts, e.g. inserts comprising reinforcements only, e.g. self-reinforcing plastics
    • B29C70/28—Shaping operations therefor
    • B29C70/40—Shaping or impregnating by compression not applied
    • B29C70/50—Shaping or impregnating by compression not applied for producing articles of indefinite length, e.g. prepregs, sheet moulding compounds [SMC] or cross moulding compounds [XMC]
    • B29C70/52—Pultrusion, i.e. forming and compressing by continuously pulling through a die
    • D—TEXTILES; PAPER
    • D07—ROPES; CABLES OTHER THAN ELECTRIC
    • D07B—ROPES OR CABLES IN GENERAL
    • D07B2201/00—Ropes or cables
    • D07B2201/20—Rope or cable components
    • D07B2201/2001—Wires or filaments
    • D07B2201/2014—Compound wires or compound filaments
    • D—TEXTILES; PAPER
    • D07—ROPES; CABLES OTHER THAN ELECTRIC
    • D07B—ROPES OR CABLES IN GENERAL
    • D07B2201/00—Ropes or cables
    • D07B2201/20—Rope or cable components
    • D07B2201/2015—Strands
    • D07B2201/2046—Strands comprising fillers
    • D—TEXTILES; PAPER
    • D07—ROPES; CABLES OTHER THAN ELECTRIC
    • D07B—ROPES OR CABLES IN GENERAL
    • D07B2205/00—Rope or cable materials
    • D07B2205/20—Organic high polymers
    • D07B2205/2003—Thermoplastics
    • D—TEXTILES; PAPER
    • D07—ROPES; CABLES OTHER THAN ELECTRIC
    • D07B—ROPES OR CABLES IN GENERAL
    • D07B2205/00—Rope or cable materials
    • D07B2205/20—Organic high polymers
    • D07B2205/2007—Duroplastics
    • D—TEXTILES; PAPER
    • D07—ROPES; CABLES OTHER THAN ELECTRIC
    • D07B—ROPES OR CABLES IN GENERAL
    • D07B2205/00—Rope or cable materials
    • D07B2205/20—Organic high polymers
    • D07B2205/201—Polyolefins
    • D—TEXTILES; PAPER
    • D07—ROPES; CABLES OTHER THAN ELECTRIC
    • D07B—ROPES OR CABLES IN GENERAL
    • D07B2205/00—Rope or cable materials
    • D07B2205/20—Organic high polymers
    • D07B2205/2032—Polyacrylics
    • D—TEXTILES; PAPER
    • D07—ROPES; CABLES OTHER THAN ELECTRIC
    • D07B—ROPES OR CABLES IN GENERAL
    • D07B2205/00—Rope or cable materials
    • D07B2205/20—Organic high polymers
    • D07B2205/206—Epoxy resins
    • D—TEXTILES; PAPER
    • D07—ROPES; CABLES OTHER THAN ELECTRIC
    • D07B—ROPES OR CABLES IN GENERAL
    • D07B2205/00—Rope or cable materials
    • D07B2205/30—Inorganic materials
    • D—TEXTILES; PAPER
    • D07—ROPES; CABLES OTHER THAN ELECTRIC
    • D07B—ROPES OR CABLES IN GENERAL
    • D07B2205/00—Rope or cable materials
    • D07B2205/30—Inorganic materials
    • D07B2205/3003—Glass
    • D—TEXTILES; PAPER
    • D07—ROPES; CABLES OTHER THAN ELECTRIC
    • D07B—ROPES OR CABLES IN GENERAL
    • D07B2501/00—Application field
    • D07B2501/20—Application field related to ropes or cables
    • D07B2501/2015—Construction industries
    • D07B2501/2023—Concrete enforcements

Definitions

  • the present invention refers to a non-metallic composite strand ⁇ ntaining glass and/or basalt fibers, with a construction 1 x n ", in particular "1 x 7" similar to that of conventional steel strands ⁇ multi-wire strands) as defined by the standards - Pr EN 10138 o equivalent ones (DM 14/01/2008 or ASTM A416/A 416 M).
  • the present invention refers to a strand as above defined, apt to be used in the prestressing of concrete (PC) or in the construction of geotechnical tendons, and more generally in all those applications wherein carbon steel strands of any diameter are used and the durability requirement is lower or a particularly simple removal phase is required.
  • the present invention refers to the composite strands as above defined, which are apt to be used in the existing chuck systems (reusable strand chuck) and existing devices of tensioning which are normally used for carbon steel strands having the same construction, generally "1x7" type construction.
  • the precompression of the concrete is used to compensate for the low tensile strength of the concrete mix.
  • Pre-compression is obtained by using carbon steel cables inserted in the pre-stressed state in the concrete, through different methods (pre-stretched cable systems or post- tensioning cables).
  • the prestressing cables are tensioned between two fixed and external supports (anchors), and subsequently the concrete casting mat wraps the pretended cables, is carried out Once the concrete mix has undergone maturation, the cable is released from the anchors.
  • the cables for the prestressing are used in various forms depending on the needs: wire (drawn product with a solid section with notches that serve to improve the adherence with the concrete and to facilitate the anchorage); bar (laminated with a full section provided with projections to promote adhesion); strand (consisting of several wires or groups of wires helically wound, in one or more layers, around a rectilinear wire arranged along the longitudinal axis to completely cover the whole by the wires).
  • the strands are generally used in the construction of prestressed cement structures such as piles, sheet piles, substructure bearing piles, noise protection panels and retaining walls. Given their high mechanical strength and low cost, the most commonly used strands in prestressed concrete are those in carbon steel (CS) for pre-stress application, which however suffer from the inconvenience of being extremely sensitive to corrosion.
  • CS carbon steel
  • thermosetting resins reinforced with aramid fibers or carbon fibers are generally used, thanks to their resistance to corrosion and to their excellent mechanical properties: however, this type of strands suffers from inconvenience of having a cost much greater than carbon steel strands.
  • the composite strands in thermosetting resin reinforced with carbon fiber which are marketed mainly by Tokyo Rope Manufacturing Co., notwithstanding they show a good compromise between high mechanical performance (i.e. tensile strength) and corrosion resistance, they have a very high cost, generally about 4 times greater than the strands in carbon steel, as well as some disadvantages if they are used in the field of pre-stressed concrete.
  • Composite strands made of aramid fibers have the disadvantage of having lower mechanical strengths man carbon fiber composite strands and a higher cost Moreover, the use of these carbon fiber composite strands is very complex on site; especially for two reasons: - given the higher cost of the product, compared to the steel strands, it is "necessary" to pretension mem to much higher loads so as to exploit the most of their high tensile strength, but this involves the need to protect the strands at the interface between strands and gripping device, thus requiring a specific gripping system (chuck) with very complex tensioning devices which are different from those used for steel strands (which have no protective interface sheath);
  • the high pretension load to which they are subjected involves a high energy incorporated in the pretensioned element, which causes local damage (cracking) to the cement structure in many operating phases when this energy is freed, as well as less safe use when they are cut at the ends of the cast cement element.
  • Cables of power transmission or for civil constructions having strands with "lxn" construction are known, wherein said cables and/or strands contain, in addition to composite wires, also metal wires variously associated with the wires made of composite polymer material and glass fibers.
  • the objective of the present invention is to overcome, at least in part, the disadvantages of the prior art by providing a corrosion-resistant strand to be used mainly in the construction of prestressed cement structures, having a cost comparable to the carbon steel strands so as to avoid being preloaded to the maximum, and which can be used in the same plant of prefabricotion of steel strands.
  • Another objective is to provide a strand as defined above that is endowed with a good mechanical strength such as to be used in the construction of cement elements which do not require a particularly high pretension.
  • a further objective is to provide a strand as defined above that is also easy to produce, and with high productivity, as well as being harmless from a constructional point of view.
  • An object of the present invention relates to a non-metal composite material strand, with a "lxn" geometry, preferably 1x7, identical or similar to the conventional steel strands complying with standards Pr EN 10138 or similar (DM 14/01/2008 or ASTM A4167A 416 M standards), composed of a plurality of n wires, wherein each wire forming the strand is, generally, non-metallic as it is made of a composite material, has a solid cross-section and is composed of a polymeric matrix added with glass fibers or basalt fibers, or mixtures thereof.
  • Hie term "strand” here is intended to identify a non-full cross-section element, composed of a plurality of n round/elliptical/ovalized wires, preferably all having the same nominal diameter, each with a solid section, where n-1 wires are helically wound/twisted around 1 (one) central rectilinear wire (core) arranged according to the longitudinal axis of the strand and completely covered by the remaining side wires.
  • core central rectilinear wire
  • Glass fibers used in the present invention can be of any type and grade available on the market, preferably long continuous fibers (continuous filament fibers in the form of continuous filament) or also defined as "roving" fibers: the Applicants have in fact found that such roving fibers are more easily usable in the construction of wires which form the strand of the present invention.
  • glass fibers can be mentioned for example E-glass, E-CR-glass, A-glass, C-glass, D-glass, R-glass, S-glass (with high tensile strength) fibers.
  • the glass fibers used are the glass fibers of grade E-CR ⁇ E-CR Fiberglass), Advantex® glass fibers from the company Owens Coming, more preferably E-CR Fiberglass Roving and/or Advantex® glass fibers.
  • the E-CR fibers defined by the ASTM D 578 standard ⁇ Standard Specification for Glass Fiber Strands), section 4.2.4, are similar to the glass fibers of E grade but modified as free from boron, and therefore endowed with an improved corrosion resistance to most acids: therefore, glass fibers of grade E-CR are suitable for use in acidic environmental conditions (aggressive environment).
  • Each of the roving fibers comprises a surface treatment called sizing which is specifically designed and suitable for chemical bonding with specific matrices: in the case of the roving fibers of E-CR grade, the Applicants have found that they have a surface treatment suitable for pultrusion and chemically compatible with epoxy vinylester resin or with thermoplastic resin.
  • the temperature range with which the fiber comprising sizing is processed in the pultrusion process is between 40 and 150°C.
  • the Advantex® glass fibers which also comply with the aforementioned ASTM D578 standard, section 4.2.4, have high chemical resistance similar to that of E-CR fibers but exhibit improved mechanical properties with respect to E and E-CR glass fibers.
  • the polymer matrix can be formed of one or more thermoplastic resins, or one or more thermosetting resins, or their mixtures.
  • thermosetting resin is a vinyl ester resin, preferably an epoxy vinyl ester resin.
  • thermoplastic resin is a resin of Acrylic type, or PEEK or PP.
  • thermoplastic resins are preferred.
  • Thermoplastic resins are particularly advantageous as they make the strand completely recyclable (100% of recyclability, even if the resin is added with, for example, ABS for the creation of ABS and glass fiber granules), thus making the product more environmentally friendly.
  • thermoplastic resins are advantageous as they allow the mermoforming of the strand after pultrusion.
  • the composite material of the present strand is an epoxy vinyl-ester resin, reinforced with E-CR grade roving glass fibers.
  • the roving fibers of the E-CR type in addition to being a product widely used and easily available today, are able to meet the latest ASTM D S78 standards, besides the specific regulations regarding FRP bars used as reinforcements for concrete, as they have proven to guarantee the durability required by structural applications in reinforced concrete (up to 125 years).
  • the amount of glass and/or basalt fibers with respect to the polymeric matrix is generally between 60 and 75% by weight, but also up to 80%.
  • the glass and/or basalt fiber composite wires of the present strand are assembled with a continuous production process: a pultrusion line allows to obtain a continuous composite wire to be cut into various elements of a given length, which will then be helically wound/twisted around the central rectilinear wire (core) arranged along to the longitudinal axis of the strand.
  • a single wire is prepared in a first step and in a second step the wires thus obtained from said first wire are men helically wrapped around the central rectilinear wire (core) in mermoforming so as to obtain the strand according to the invention.
  • the term "pultrusion” here means to identify a continuous extrusion process used to produce reinforced polymeric profiles/section bars with a constant transverse cross- section, wherein the reinforcing fibers, taken from the creel in the dispersed phase, are passed through the impregnation bath in which they are bonded to the resin matrix, then passed through a comb, into a preforming station, and then into a heated mold (forming and curing die) having the shape of the desired end product section.
  • the preferred lxn construction of the strand of the present invention is the 7-wire (wires) construction where each wire is preferably formed of a resin reinforced with "roving" glass fibers of E-CR grade.
  • this type of strand has the advantage of
  • each of the wires has a diameter of 5 mm while the overall diameter (nominal) of the 7-wire strand is about 15.2 mm.
  • each of the wires has a diameter of 5.3 mm while the overall (nominal) diameter of the 7-wire strand is approximately 15.7 mm.
  • 7-wire strands are strands with a total nominal diameter of 6.40 mm, 7.90 mm, 9.53 mm, 11.11 mm, 12.70 mm, 13.20 mm, 14.20 mm, 17.78 mm.
  • Other types of constructions are possible according to the present invention by suitably varying the number of wires, their diameter, and the number of windings around the central wire per unit of length and the cross-sectional area to obtain the desired strength and flexibility.
  • the strand consisting of 7 wires as described above is preferred in mat the resulting strand shows a bending stiffness lower man a product consisting of a single wire having a cross-sectional area equivalent to the total area of the 7 wires: this lower rigidity is fundamental for making the strand woundable in a coil transportable which has a maximum external diameter less than or equal to 2.5 meters.
  • the strand according to the present invention is suitable for use either as a pre- stretched cable or as a post-tensioned cable in the prestressed reinforced concrete sector, but also in the construction of geotechnical tendons, wire ropes and the like.
  • the present strand in any type of construction, and/or the wires mat compose it, does not need to be covered by textile yarns or sheaths, contrary to what is necessary for the carbon fiber composite strands.
  • Figure 1 is an example of a 7-wire strand of steel of the prior art for prestressed concrete, also shown in section;
  • Figure 2 shows an embodiment of a 7-wire glass fibers composite strand according to the invention
  • Figure 3 shows a conventional apparatus for the pre-stressing of steel strands known in the art
  • Figure 4 shows the cracks as a consequence of the release of carbon fiber composite strands of the prior art
  • Figure 5 illustrates a gripping chuck used for steel strands
  • Figure 6 shows a glass fiber composite strand according to the invention associated with the wedge-shaped gripping system.
  • the typical construction of a strand, including the composite strand of the present invention is of the "1 x n" type.
  • the present strand indicated with the numerical reference 10 is formed by a central wire, shown in the figure with the numerical reference 1, and by six side wires, shown in the figure (see also Fig. 6) with the numerical reference 2 which are helically twisted around the central wire 1 with a spiral pitch.
  • 7 x rT it is intended the typical construction of a strand where 1 represents the central wire while n-1 represents the number of side wires that are twisted around the central wire with a spiral/helical pitch.
  • Said composite strand 10 according to the invention has a non-full cross-section, in contrast to the wires which compose it, and has empty spaces which determine the high flexibility of the strand and its capability to be wounded in coil.
  • the glass-fiber composite strand containing E-CR Fiberglass Roving according to the invention is associated with a wedge-shaped gripping system 20 which will fit into the pre-tensioning jack.
  • the aforesaid composite strand 10 according to the invention is a low cost effective reinforcement, easy to handle and to be pre-stressed with the standard pre-stress means used with the steel strands, and it does not need to be pre-stressed at high levels, given its lower cost compared to the known carbon fiber strands, and therefore the level of elastic energy stored in the composite strand of the invention, during the pre- stressing phase, does not cause damage to the structure in concrete, contrary to what happens with the carbon fiber strands.
  • the characterization tests of the material have determined the following properties:
  • the present strand can be used more advantageously where a high level of cement prestressing, like the one to which the carbon fiber composite strands are subjected, is not required (mild prestress); for example the present strand is useable in structural elements or prestressed concrete articles such as piles, sheet piles, substructure bearing piles, noise protection panels and retaining walls, whose level of prestressing is typically around 4.8 MPa (700 psi) which is well sustainable by the present strand.
  • a non-metallic composite strand of roving glass fibers and/or basalt fibers with a "lxn" construction has never been described or produced in the art: in feet, rods and bars made of glass fiber composite material are known in the art as reinforcements for concrete, which however cannot be used in pre- stressing applications due to their low flexibility and consequently their impossibility to be rolled into coils.
  • the present strand can be used in turn to make ropes (wire strand ropes) composed of a central core formed by the present strand which other strands of the present invention are helically wound around.
  • each single "wire" of the rope consists of a 1x7 strand according to the present invention as described above.
  • the pretensioning of the present glass and/or basalt fiber composite strand is generally set to be less than 50% of the guaranteed strength of the material as such. Hie present strand shows numerous advantages.
  • the gist of the present invention resides in the fact of providing a composite strand which is standardized like a steel strand and which is suitable for being used in the same standard equipment used in the prestress industry, thanks to this standardization and configuration, thus using the same gripping cone (Fig. 5) and the same prestressing hydraulic jack (Fig.3).
  • the glass fiber composite is "immune" from corrosion, and has a cost comparable to that of traditional carbon steel cables, while it shows a greater strain at failure (2.0% ultimate elongation) and a significantly lower elastic modulus (about 7 Ksi) compared to stainless steel and carbon fiber composites.
  • the glass fiber composite has a resistance to creep rupture lower man carbon fiber and stainless steel composites, which does not allow the same levels of pretension, it is however useful when a lower prestress is required to reduce losses due to creep of concrete (hiring the service life of prestressed concrete.
  • the strand according to the present invention can be used to make the following manufactured articles: - structural element composed of reinforced concrete made by using sea water in the mixture, and reinforced with the strand of the present invention;
  • Another type of manufactured article according to the invention is a reinforced concrete element reinforced with the present strand containing E-CR glass fibers and weakly pre-stressed (mild-prestress).
  • the strand according to the invention is suitable for applications characterized by a weak pre-stress between 30 and 50% of the ultimate load of the strand and therefore with a prestressing strain of 0.6% and 1.1%.
  • This solution is specific to the present invention since the concrete does not need to avoid any type of cracking (as the concrete with steel strand indeed); in addition, since the fiberglass has known creep problems in long-term, the maximum load thereof in operation must be limited.
  • a weak pre-compression of an element with moderate stiffness (with respect to steel) has the considerable advantage of facilitating the cutting operations of the exceeding portion of the strands during the removal phase, since the energy stored by the element is moderate. This allows safe operations and allows not to damage the concrete.
  • the final strand is characterized by 6 wires twisted around a central wire, where the central wire is perfectly round while the 6 twisted side wires are slightly ovalized.
  • the side wires have therefore an almost elliptical solid cross-section, with a minor axis directed towards the geometrical center of the strand and the major axis is perpendicular thereto.
  • This geometry is due to the tensions necessary for the twisting phase and the plastic phase of the matrix during the thermofonning. It is therefore generated a surface at least 1 mm wide and as long as the strand, rather than a contact line between the side wires and the central wire. This surface is characterized by a zero adhesion (fundamental in order to obtain a strand with limited flexural stiffness).
  • This configuration allows to increase the overall area of the strand thus increasing the resistant section and the ultimate resistance of the element Furthermore, the outer surface of the side single wire also allows better contact with the gripping systems since the contact point is characterized by a greater radius.
  • a 7-wire strand having the dimensions as indicated above with reference to the preferred embodiment has been prepared.
  • This strand has been applied to a prestressed concrete element in the form of a sheet pile, having a length of 200 mm (8 inch) and a cross section of 139x103 mm2, and has been subjected to a series of tests such as load tests.
  • a strand according to the invention (indicated in the graph with the abbreviation SIR # 1.50-U), made up of 7 wires with the dimensions as indicated above in Example 1, has been subjected to a tensile test according to the standard ASTM D7205, obtaining strain stress data (strain-stress) reported in the following graph:

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • General Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Textile Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Materials Engineering (AREA)
  • Organic Chemistry (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

L'invention concerne un brin en matériau composite, possédant une géométrie "lxn", composé d'une matrice polymère additionnée de fibres de verre stratifil et/ou de fibres de basalte, ladite matrice polymère étant formée par une ou plusieurs résines thermoplastiques ou par une ou plusieurs résines thermodurcissables ou par des mélanges de celles-ci.
EP19705202.0A 2018-02-23 2019-02-21 Brin en fibres de verre et/ou de basalte pour béton précontraint Pending EP3755525A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
IT102018000002988A IT201800002988A1 (it) 2018-02-23 2018-02-23 Trefolo composito in fibre di vetro e/o basalto per cemento precompresso
PCT/EP2019/054334 WO2019162390A1 (fr) 2018-02-23 2019-02-21 Brin en fibres de verre et/ou de basalte pour béton précontraint

Publications (1)

Publication Number Publication Date
EP3755525A1 true EP3755525A1 (fr) 2020-12-30

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Application Number Title Priority Date Filing Date
EP19705202.0A Pending EP3755525A1 (fr) 2018-02-23 2019-02-21 Brin en fibres de verre et/ou de basalte pour béton précontraint

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Country Link
EP (1) EP3755525A1 (fr)
IT (1) IT201800002988A1 (fr)
WO (1) WO2019162390A1 (fr)

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CN114851599B (zh) * 2022-05-06 2023-03-14 河海大学 纤维复合材料蠕变控制方法、纤维复合材料及加固方法
CN114837002A (zh) * 2022-05-18 2022-08-02 江苏帝威新材料科技发展有限公司 一种水泥混凝土构件用高粘结力碳纤维复合筋及制备方法

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4015994A (en) * 1974-11-13 1977-04-05 Owens-Corning Fiberglas Corporation Coated glass fibers
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
JPH11222784A (ja) * 1998-02-04 1999-08-17 Mitsubishi Rayon Co Ltd 繊維強化複合材料ケーブル及びその製造方法
CN101139177B (zh) * 2007-08-16 2010-08-18 同济大学 一种分布超细钢丝的纤维塑料筋及其制作方法
JP5866300B2 (ja) * 2010-02-01 2016-02-17 スリーエム イノベイティブ プロパティズ カンパニー 撚り熱可塑性ポリマー複合体ケーブル、その製造方法及び使用方法
RU2520542C1 (ru) * 2012-12-28 2014-06-27 Александр Николаевич Гетунов Композитная стеклопластиковая арматура (варианты)

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