WO2001098228A1 - Ciment comprenant des particules anisotropes de polymere, pate cimentaire, materiau consolide, preparation et utilisations - Google Patents
Ciment comprenant des particules anisotropes de polymere, pate cimentaire, materiau consolide, preparation et utilisations Download PDFInfo
- Publication number
- WO2001098228A1 WO2001098228A1 PCT/FR2001/001959 FR0101959W WO0198228A1 WO 2001098228 A1 WO2001098228 A1 WO 2001098228A1 FR 0101959 W FR0101959 W FR 0101959W WO 0198228 A1 WO0198228 A1 WO 0198228A1
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- WIPO (PCT)
- Prior art keywords
- cement
- equal
- radicals
- particles
- cement according
- Prior art date
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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
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
-
- 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
- C04B16/00—Use of organic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of organic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B16/04—Macromolecular compounds
- C04B16/06—Macromolecular compounds fibrous
- C04B16/0675—Macromolecular compounds fibrous from polymers obtained otherwise than by reactions only involving carbon-to-carbon unsaturated bonds
- C04B16/0691—Polyamides; Polyaramides
-
- 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
- C04B16/00—Use of organic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of organic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B16/12—Use of organic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of organic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone characterised by the shape, e.g. perforated strips
-
- C—CHEMISTRY; METALLURGY
- C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
- C09K—MATERIALS FOR MISCELLANEOUS APPLICATIONS, NOT PROVIDED FOR ELSEWHERE
- C09K8/00—Compositions for drilling of boreholes or wells; Compositions for treating boreholes or wells, e.g. for completion or for remedial operations
- C09K8/42—Compositions for cementing, e.g. for cementing casings into boreholes; Compositions for plugging, e.g. for killing wells
- C09K8/46—Compositions for cementing, e.g. for cementing casings into boreholes; Compositions for plugging, e.g. for killing wells containing inorganic binders, e.g. Portland cement
-
- 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
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00241—Physical properties of the materials not provided for elsewhere in C04B2111/00
- C04B2111/00387—Anisotropic materials
Definitions
- the present invention relates to a cement comprising at least one hydraulic binder and polymer particles, anisotropic and whose longest dimension is on average between 0.6 and 6 mm.
- the present invention likewise relates to a cementitious paste and the corresponding consolidated material, the production of cement, the paste and the material and their uses.
- the fields of application of the present invention can be as varied as that of building, public works and that of the exploitation of oil or gas deposits.
- cementing operations are conventional and take place during the construction of the well itself, generally before its exploitation.
- the purpose of cementing operations is in particular to create a box, the purpose of which is, on the one hand, to support the drills, and on the other hand, to provide a seal and mechanical strength to the well to prevent it from collapsing.
- the cementitious paste conventionally used in cementing operations comprising a hydraulic binder, additives and fillers and water, is pumped and injected between the walls of the formation crossed and that of a hollow rod, creating this makes a formwork. The dough is then hardened between these two walls.
- the compositions currently used exhibit a good compromise between the various characteristics required for such compositions.
- the object of the present invention is therefore to propose a means of improving the mechanical properties of a consolidated material obtained by hardening of a cementitious paste, more particularly of reducing the elastic modulus (Young's modulus), without significantly altering the properties required during the placing of said paste (rheology, setting time, stability).
- a cement comprising a hydraulic binder optionally at least one filler, optionally at least one additive and anisotropic particles of polymer having an elastic modulus less than or equal to 10 Gpa ; said particles having a size such that the largest dimension is on average between 0.6 and 6 mm; the particle content being less than or equal to 10% by weight relative to the weight of hydraulic binder.
- the present invention further relates to the preparation of a cementitious paste consisting, in a first variant, in bringing the cement into contact, with stirring, with water. In a second variant, it consists in putting in contact under stirring, the binder, possibly the fillers and optionally the additives and the water then adding the anisotropic particles.
- Another object of the present invention is constituted by the use of cement, cement paste and consolidated material in the field of oil or gas extraction or that of building and public works.
- the improvement in the mechanical properties of the consolidated material is all the more marked as the temperatures of conditioning, shaping and setting of the cement paste then curing and use of the material obtained are high.
- the anisotropic particles used in the composition of the cement consist of a polymer.
- the polymer has a Young's modulus less than or equal to 10 Gpa, preferably less than or equal to 5 Gpa.
- the polymer is chosen from thermoplastic polymers.
- said polymers must be able to be shaped in the molten state or even in the gel state, without requiring the use of a crosslinking step.
- the polymer has a glass transition temperature greater than or equal to 20 ° C.
- the polymers suitable for implementing the present invention are those whose melting point is more particularly greater than or equal to
- the temperature value corresponds to that where all of the polymer is in molten form.
- the polymer constituting the anisotropic particles can be hydrophobic, intrinsically hydrophilic or treated so as to make it such.
- the polymer can be chemically treated in order to graft carboxylic acid, anhydride, alcohol, amino functions, ethylene oxide, propylene oxide, etc. alone or in combination.
- the polymer used is chosen from polyethylene, polypropylene, polyvinyl alcohol, polyamide, polyester and their combinations, in the form of mixtures of homopolymers and / or copolymers.
- the anisotropic particles are based on polyamide.
- polyamide polymers comprising at least one of the following units:
- R, R2 and R3, identical or not represent: divalent divalent, linear or branched radicals, comprising 2 to 18 carbon atoms, divalent aryl radicals comprising a or several aromatic rings, optionally substituted.
- the radicals R, R2 and R3, identical or different represent radicals, linear or branched, comprising 2 to 12 carbon atoms and preferably methylene radicals, optionally carrying one or more methyl radicals.
- said radicals which may or may not be identical, are chosen from divalent ethyl, 1-methyl-ethyl, propyl, 1-methyl-propyl, butyl, pentyl, hexyl, heptyl, octyl, nonyl, decyl, undecyl, lauryl radicals .
- radicals R2, R'2 and R3 which are identical or different, representing aryl radicals comprising one or more aromatic rings, optionally substituted.
- the aforementioned radicals comprise only a single aromatic ring, preferably with 6 carbon atoms, having free bonds in the ortho, meta or para position.
- the radicals comprise several aromatic rings, preferably two aromatic rings, the latter can be pericondensed or linked by inert groups, such as simple valential bonds, an alkyl radical comprising 1 to 4 carbon atoms.
- polyamides are used as units (I) or (II), units which allow access, in particular, to polyamides PA 4, PA 6, PA 10, PA 11, PA 12, PA 6.6, PA 4.6, PA 6.10, mixtures or copolymers thereof.
- the patterns allow access to the polyamides PA 6, PA 6.6, their mixtures or copolymers.
- polymers comprising the units (I) and / or (II) are obtained by implementing the conventional methods for obtaining polyamides.
- the units (I) are obtained by the reaction of at least one diamine with at least one diacid, the units (II) by the reaction of at least one amino acid and / or at least one lactam.
- the degree of progress of the reaction is controlled to obtain a polymer of suitable molecular weight.
- the polymers of polyamide type may include other units than those which have just been described.
- polyamides comprising units of ester type, or alternatively polyoxyalkylene units (polyoxyethylene, polyoxypropylene).
- the particles used in the composition of the cement are anisotropic.
- these particles have a size such that the largest dimension is on average between 0.6 and 6 mm. More particularly, the largest dimension is on average greater than 0.6 mm less than 6 mm. Preferably, the longest dimension is on average between 1 and 5 mm.
- equivalent diameter of the particles is more particularly between 1 and 150 ⁇ m.
- equivalent diameter is meant the longest dimension of the cross section of the anisotropic particle; this dimension making it possible to define a circle in which the shape of this cross section can be introduced.
- the cross section corresponds to the section crossing substantially perpendicularly, the plane of largest surface of the particle.
- the cross section of the anisotropic particle can be circular, but also ellipsoidal, multilobed, parallelepipedic or even polyhedral.
- the geometry of the cross section depends for example on the die used in the case of shaping by spinning of said anisotropic particles.
- the anisotropic particles are in the form of fiber or ribbon.
- the particle size measurements are carried out conventionally by optical or electronic microscopy, depending on the particle size or the dimension measured (length, equivalent diameter).
- the particles according to the invention can come from recycled materials, as soon as they have the appropriate structure and dimensions.
- the particle content, used in the cement is less than or equal to 10% by weight relative to the weight of hydraulic binder. More particularly, this content is less than or equal to 6% by weight relative to the weight of hydraulic binder.
- the minimum content of particles is 1% compared to the same reference.
- the content of anisotropic particles in the cement represents 1 to 4% by weight relative to the weight of hydraulic binder.
- the above-mentioned particle content takes into account both the weight of the particles and, where appropriate, the weight of the water associated with them.
- certain polymers such as in particular polyamide or even polyester, can absorb a greater or lesser amount of water, without the particles losing their "dry" appearance.
- the water content of the polyamide and / or polyester particles can be between 10 and 40% by weight relative to the weight of polymer.
- the cement according to the present invention further comprises a hydraulic binder.
- compounds based on silicon, aluminum, calcium, oxygen and / or sulfur may be suitable for the implementation of the invention.
- compounds based on calcium silicate (Portland cement), pozzolan, gypsum, hydraulic binders with high aluminum content, hydraulic binders based on phosphate and hydraulic binders based on calcium silicate are preferred.
- the cement according to the invention can comprise the additives conventional in the field, such as for example filtrate reducing agents, retarding agents or setting accelerators, dispersing agents, anti-foaming agents, defoaming agents, rheology modifiers , thickening agents, air entraining agents, agents preventing the migration of gases, etc.
- the total content of these additives when present, does not exceed 30% by weight of the hydraulic binder.
- the cement according to the present invention can also comprise fillers.
- mineral fillers which may be used, mention may be made of calcium carbonate, fly ash, silica, silica smoke, clays (kaolin, metakaolin, bentonite, sepiolite, wollastonite), mica, feldspar, silicate, glass, titanium dioxide, aluminum, magnesia.
- organic filler it is possible in particular to use expanded polystyrene.
- the average size of mineral fillers is less than or equal to 120 ⁇ m. preferably less than or equal to 80 ⁇ m.
- fillers in the cement when present, varies according to the subsequent applications for which the cement is intended. Similarly, depending on whether one wishes to densify or lighten the latter, one can use mineral or organic fillers.
- the filler content represents at most the same weight as the hydraulic binder.
- Another object of the invention consists of a cement paste comprising the cement described above and water.
- the water used can come from various sources. Thus, it is possible to use the water present on the drilling or construction site (so-called formation water) insofar as the content of compounds which it contains, such as essentially salts, does not interact with contrary to the other constituents of cement, cement paste or consolidated material.
- the water content it can be easily determined by a person skilled in the art. It depends inter alia on the desired characteristics of rheology and density of the cementitious paste.
- the present invention likewise relates to the preparation of cement paste. According to a first method, the cement is brought into contact with water.
- the cementitious paste is obtained by bringing the hydraulic binder, possibly the filler and optionally the additive, into contact with water, then the anisotropic particles are added.
- the particles can be introduced in dry form, that is to say, depending on the nature of the polymer, in the presence or not of associated water, or else in the form of a dispersion, more particularly aqueous . If the particles are incorporated in the form of a dispersion, the water content added before the incorporation of the particle suspension takes account of the water content in said suspension.
- the amount of water introduced does not take into account the water associated with the polymer, if it is present.
- the mixing of the various constituent elements during the preparation of the cementitious paste is conventional in the field.
- the mixing operation generally takes place at room temperature.
- the cementitious paste can be shaped, inter alia by injection, molding, casting, extrusion, spraying.
- the cementitious paste is conditioned, after mixing, at a temperature greater than or equal to 50 ° C, and usually greater than or equal to 80 ° C. It is then shaped and hardened under similar or higher temperature conditions, generally typical of this field of application.
- the consolidated material obtained after hardening of the cementitious paste can be used in the field of oil or gas extraction or in that of building and public works.
- the present invention likewise relates to the use of anisotropic particles as they have just been described in a consolidated material obtained by hardening of a cementitious paste comprising water and a cement comprising at least one hydraulic binder, optionally at least one filler and optionally at least one additive; the content of anisotropic particles being less than or equal to 10% by weight relative to the hydraulic binder, preferably less than or equal to 6%.
- the minimum content of particles is 1% compared to the same reference.
- the content of anisotropic particles in the cement represents 1 to 4% by weight relative to the weight of hydraulic binder.
- the use of these anisotropic particles is carried out with the aim of reducing by at least 10%, preferably by at least 20%, the Young's modulus compared to that obtained for a consolidated material free of anisotropic particles.
- the cement slag is produced by mixing the products of the reference formulation according to the Specification for Materials and Testing for Well Cements API SPEC10 Section 5 Fifth Edition, July 1, 1990 standard for the two compositions.
- the fibers are added in post-addition using a paddle mixer (600 rpm) for 5 minutes.
- the mixtures are then poured into steel molds in order to obtain specimens of dimensions 3 ⁇ 3 ⁇ 12 cm for carrying out mechanical tests.
- the mussels are immersed in water for 7 days at 80 ° C.
- a three-point bending test is carried out on the test pieces according to the following conditions: difference between lower supports of 8 cm cross speed of 0.5 mm / min temperature of the test piece at the start of the test of 80 ° C.
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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Structural Engineering (AREA)
- Inorganic Chemistry (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
Claims
Priority Applications (8)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
MXPA02012612A MXPA02012612A (es) | 2000-06-21 | 2001-06-21 | Cemento que comprende particulas anisotropicas de polimero, pasta cementosa, mateiral compactado, preparacion y usos. |
US10/311,428 US20040089205A1 (en) | 2000-06-21 | 2001-06-21 | Cement comprising anisotropic polymer particles, cement paste, consolidated material, preparation and uses |
AU2001269229A AU2001269229A1 (en) | 2000-06-21 | 2001-06-21 | Cement comprising anisotropic polymer particles, cement paste, consolidated material, preparation and uses |
BR0111825-0A BR0111825A (pt) | 2000-06-21 | 2001-06-21 | Cimento, pasta de cimento, material consolidado, processos de preparação da pasta de cimento e do material consolidado, e, utilização do material consolidado e de partìculas anisotrópicas |
EP01947571A EP1294654A1 (fr) | 2000-06-21 | 2001-06-21 | Ciment comprenant des particules anisotropes de polymere, pate cimentaire, materiau consolide, preparation et utilisations |
CA002413394A CA2413394A1 (fr) | 2000-06-21 | 2001-06-21 | Ciment comprenant des particules anisotropes de polymere, pate cimentaire, materiau consolide, preparation et utilisations |
NO20026129A NO20026129L (no) | 2000-06-21 | 2002-12-19 | Sement inneholdende anisotrope polymerpartikler, sementmasse, konsolidert material, fremgangsmåte og anvendelser |
US11/365,628 US20060144300A1 (en) | 2000-06-21 | 2006-03-02 | Cement comprising anisotropic polymer particles, cementitious paste, consolidated material, preparation and uses |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR00/07923 | 2000-06-21 | ||
FR0007923A FR2810661B1 (fr) | 2000-06-21 | 2000-06-21 | Ciment comprenant des particules anisotropes de polymere, pate cimentaire, materiau consolide, preparation et utilisations |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US11/365,628 Division US20060144300A1 (en) | 2000-06-21 | 2006-03-02 | Cement comprising anisotropic polymer particles, cementitious paste, consolidated material, preparation and uses |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2001098228A1 true WO2001098228A1 (fr) | 2001-12-27 |
Family
ID=8851493
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/FR2001/001959 WO2001098228A1 (fr) | 2000-06-21 | 2001-06-21 | Ciment comprenant des particules anisotropes de polymere, pate cimentaire, materiau consolide, preparation et utilisations |
Country Status (9)
Country | Link |
---|---|
US (2) | US20040089205A1 (fr) |
EP (1) | EP1294654A1 (fr) |
AU (1) | AU2001269229A1 (fr) |
BR (1) | BR0111825A (fr) |
CA (1) | CA2413394A1 (fr) |
FR (1) | FR2810661B1 (fr) |
MX (1) | MXPA02012612A (fr) |
NO (1) | NO20026129L (fr) |
WO (1) | WO2001098228A1 (fr) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2842190A1 (fr) * | 2002-07-10 | 2004-01-16 | Rhodia Performance Fibres | Materiaux composites renforces comprenant un liant hydraulique ou chimique,des fibres de polyamide ainsi qu'un ou plusieurs additifs pour comportement mecanique ameliore |
US9096468B2 (en) * | 2002-07-10 | 2015-08-04 | Rhodia Polyamides Intermediates | Hydraulic binder composition |
Families Citing this family (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7141284B2 (en) | 2002-03-20 | 2006-11-28 | Saint-Gobain Technical Fabrics Canada, Ltd. | Drywall tape and joint |
US7311964B2 (en) | 2002-07-30 | 2007-12-25 | Saint-Gobain Technical Fabrics Canada, Ltd. | Inorganic matrix-fabric system and method |
CA2673866C (fr) * | 2006-12-27 | 2015-04-28 | Schlumberger Canada Limited | Formules de ciment a faible permeabilite pour application d'injection de vapeur |
DK2371781T3 (da) | 2008-11-28 | 2014-01-06 | Herrera Arturo Solis | Cementblanding med betydeligt forbedrede fysisk-kemiske og bakteriologiske egenskaber og indeholdende dopamelanin som additiv |
US10947438B2 (en) | 2016-09-20 | 2021-03-16 | Saudi Arabian Oil Company | Method for monitoring cement using polymer-based capsules |
US10377940B2 (en) * | 2016-09-20 | 2019-08-13 | Saudi Arabian Oil Company | Cement having cross-linked polymers |
US10947437B2 (en) | 2016-09-20 | 2021-03-16 | Saudi Arabian Oil Company | Chemical composition of superabsorbent vesicles, method for mortar cement admixture, and applications of the same |
EP3735450A1 (fr) | 2018-01-02 | 2020-11-11 | Saudi Arabian Oil Company | Composition d'additifs chimiques encapsulés et leurs procédés de préparation |
CA3087384A1 (fr) | 2018-01-02 | 2019-07-11 | Saudi Arabian Oil Company | Conception de capsule pour la capture de reactifs |
JP2021508795A (ja) | 2018-01-02 | 2021-03-11 | サウジ アラビアン オイル カンパニー | 添加剤の封入のための材料設計および放出 |
WO2020152083A1 (fr) * | 2019-01-24 | 2020-07-30 | Antwas Aps | Procédé pour éradiquer des nids d'insectes ou des canaux souterrains d'animaux |
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US4474907A (en) * | 1982-07-06 | 1984-10-02 | Kuraray Co., Ltd. | Fiber-reinforced hydraulically setting materials |
JPS6168363A (ja) * | 1984-09-07 | 1986-04-08 | 株式会社小野田 | ポリアミド繊維補強セメントの製造方法 |
EP0286112A2 (fr) * | 1987-04-10 | 1988-10-12 | Kuraray Co., Ltd. | Fibre synthétique convenant pour le renforcement de mortier ou de béton et composition de ciment la contenant |
US4902347A (en) * | 1988-03-28 | 1990-02-20 | Board Of Trustees Operating Michigan State University | Polyamide fibers, microsilica and Portland cement composites and method for production |
JPH05345648A (ja) * | 1992-06-11 | 1993-12-27 | Sekisui Chem Co Ltd | セメント系配合組成物及びセメント系硬化物の流し込み成形方法 |
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US4379870A (en) * | 1978-07-07 | 1983-04-12 | Mitsui Petrochemical Industries, Ltd. | Reinforcing material for hydraulic substances and method for the production thereof |
DK695688D0 (da) * | 1988-12-14 | 1988-12-14 | Danaklon As | Fibre og materiale indeholdende samme |
JP2633763B2 (ja) * | 1991-10-01 | 1997-07-23 | 大和紡績株式会社 | セメント補強用ポリプロピレン繊維 |
US6387479B1 (en) * | 1995-11-01 | 2002-05-14 | Mitsubishi Rayon Co., Ltd. | Method of repairing/reinforcing existing structures and anisotropic woven fabrics used therefor |
US5993537A (en) * | 1998-03-11 | 1999-11-30 | Dalhousie University | Fiber reinforced building materials |
FR2778402B1 (fr) * | 1998-05-11 | 2000-07-21 | Schlumberger Cie Dowell | Compositions de cimentation et application de ces compositions pour la cimentation des puits petroliers ou analogues |
FR2778654B1 (fr) * | 1998-05-14 | 2000-11-17 | Bouygues Sa | Beton comportant des fibres organiques dispersees dans une matrice cimentaire, matrice cimentaire du beton et premelanges |
US6071613A (en) * | 1998-11-03 | 2000-06-06 | W. R. Grace & Co.-Conn. | Fiber reinforced cementitious materials with improved toughness and ductility |
FR2787441B1 (fr) * | 1998-12-21 | 2001-01-12 | Dowell Schlumberger Services | Compositions de cimentation et application de ces compositions pour la cimentation des puits petroliers ou analogues |
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US6220354B1 (en) * | 2000-10-24 | 2001-04-24 | Halliburton Energy Services, Inc. | High strength foamed well cement compositions and methods |
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-
2000
- 2000-06-21 FR FR0007923A patent/FR2810661B1/fr not_active Expired - Fee Related
-
2001
- 2001-06-21 BR BR0111825-0A patent/BR0111825A/pt not_active IP Right Cessation
- 2001-06-21 WO PCT/FR2001/001959 patent/WO2001098228A1/fr not_active Application Discontinuation
- 2001-06-21 US US10/311,428 patent/US20040089205A1/en not_active Abandoned
- 2001-06-21 CA CA002413394A patent/CA2413394A1/fr not_active Abandoned
- 2001-06-21 MX MXPA02012612A patent/MXPA02012612A/es unknown
- 2001-06-21 EP EP01947571A patent/EP1294654A1/fr not_active Withdrawn
- 2001-06-21 AU AU2001269229A patent/AU2001269229A1/en not_active Abandoned
-
2002
- 2002-12-19 NO NO20026129A patent/NO20026129L/no not_active Application Discontinuation
-
2006
- 2006-03-02 US US11/365,628 patent/US20060144300A1/en not_active Abandoned
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JPS6168363A (ja) * | 1984-09-07 | 1986-04-08 | 株式会社小野田 | ポリアミド繊維補強セメントの製造方法 |
EP0286112A2 (fr) * | 1987-04-10 | 1988-10-12 | Kuraray Co., Ltd. | Fibre synthétique convenant pour le renforcement de mortier ou de béton et composition de ciment la contenant |
US4902347A (en) * | 1988-03-28 | 1990-02-20 | Board Of Trustees Operating Michigan State University | Polyamide fibers, microsilica and Portland cement composites and method for production |
JPH05345648A (ja) * | 1992-06-11 | 1993-12-27 | Sekisui Chem Co Ltd | セメント系配合組成物及びセメント系硬化物の流し込み成形方法 |
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PATENT ABSTRACTS OF JAPAN vol. 018, no. 191 (C - 1186) 4 April 1994 (1994-04-04) * |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2842190A1 (fr) * | 2002-07-10 | 2004-01-16 | Rhodia Performance Fibres | Materiaux composites renforces comprenant un liant hydraulique ou chimique,des fibres de polyamide ainsi qu'un ou plusieurs additifs pour comportement mecanique ameliore |
WO2004007389A1 (fr) * | 2002-07-10 | 2004-01-22 | Rhodia Performances Fibres | Materiaux composites renforces comprenant un liant hydraulique ou chimique, des fibres de polyamide ainsi qu'un ou plusieurs additifs pour comportement mecanique ameliore |
US9096468B2 (en) * | 2002-07-10 | 2015-08-04 | Rhodia Polyamides Intermediates | Hydraulic binder composition |
Also Published As
Publication number | Publication date |
---|---|
NO20026129L (no) | 2003-02-21 |
FR2810661A1 (fr) | 2001-12-28 |
US20040089205A1 (en) | 2004-05-13 |
US20060144300A1 (en) | 2006-07-06 |
BR0111825A (pt) | 2003-06-17 |
MXPA02012612A (es) | 2003-04-10 |
CA2413394A1 (fr) | 2001-12-27 |
FR2810661B1 (fr) | 2003-06-06 |
NO20026129D0 (no) | 2002-12-19 |
EP1294654A1 (fr) | 2003-03-26 |
AU2001269229A1 (en) | 2002-01-02 |
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