CA2424795A1 - Fiber cement composite materials using cellulose fibers loaded with inorganic and/or organic substances - Google Patents

Fiber cement composite materials using cellulose fibers loaded with inorganic and/or organic substances Download PDF

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Publication number
CA2424795A1
CA2424795A1 CA 2424795 CA2424795A CA2424795A1 CA 2424795 A1 CA2424795 A1 CA 2424795A1 CA 2424795 CA2424795 CA 2424795 CA 2424795 A CA2424795 A CA 2424795A CA 2424795 A1 CA2424795 A1 CA 2424795A1
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Prior art keywords
fibers
formulation
building material
loaded
cellulose fibers
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CA 2424795
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French (fr)
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CA2424795C (en
Inventor
Donald J. Merkley
Caidian Luo
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James Hardie Technology Ltd
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Individual
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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
    • 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
    • C04B16/02—Cellulosic materials
    • 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
    • C04B20/00—Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
    • C04B20/0048—Fibrous materials
    • C04B20/0056—Hollow or porous fibres
    • 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
    • C04B18/00—Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B18/04—Waste materials; Refuse
    • C04B18/18—Waste materials; Refuse organic
    • C04B18/24—Vegetable refuse, e.g. rice husks, maize-ear refuse; Cellulosic materials, e.g. paper, cork
    • 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
    • C04B20/00—Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
    • C04B20/10—Coating or impregnating
    • C04B20/1051—Organo-metallic compounds; Organo-silicon compounds, e.g. bentone
    • 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
    • C04B20/00—Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
    • C04B20/10—Coating or impregnating
    • C04B20/1055—Coating or impregnating with inorganic materials
    • C04B20/107—Acids or salts thereof
    • 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
    • D—TEXTILES; PAPER
    • D21—PAPER-MAKING; PRODUCTION OF CELLULOSE
    • D21H—PULP COMPOSITIONS; PREPARATION THEREOF NOT COVERED BY SUBCLASSES D21C OR D21D; IMPREGNATING OR COATING OF PAPER; TREATMENT OF FINISHED PAPER NOT COVERED BY CLASS B31 OR SUBCLASS D21G; PAPER NOT OTHERWISE PROVIDED FOR
    • D21H21/00—Non-fibrous material added to the pulp, characterised by its function, form or properties; Paper-impregnating or coating material, characterised by its function, form or properties
    • D21H21/14—Non-fibrous material added to the pulp, characterised by its function, form or properties; Paper-impregnating or coating material, characterised by its function, form or properties characterised by function or properties in or on the paper
    • D21H21/16—Sizing or water-repelling agents
    • 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
    • C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/60—Agents for protection against chemical, physical or biological attack
    • C04B2103/65—Water proofers or repellants
    • 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
    • C04B2111/10—Compositions or ingredients thereof characterised by the absence or the very low content of a specific material
    • C04B2111/12—Absence of mineral fibres, e.g. asbestos
    • 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
    • C04B2111/20—Resistance against chemical, physical or biological attack
    • C04B2111/27—Water resistance, i.e. waterproof or water-repellent materials
    • D—TEXTILES; PAPER
    • D21—PAPER-MAKING; PRODUCTION OF CELLULOSE
    • D21H—PULP COMPOSITIONS; PREPARATION THEREOF NOT COVERED BY SUBCLASSES D21C OR D21D; IMPREGNATING OR COATING OF PAPER; TREATMENT OF FINISHED PAPER NOT COVERED BY CLASS B31 OR SUBCLASS D21G; PAPER NOT OTHERWISE PROVIDED FOR
    • D21H17/00—Non-fibrous material added to the pulp, characterised by its constitution; Paper-impregnating material characterised by its constitution
    • D21H17/03—Non-macromolecular organic compounds
    • D21H17/05—Non-macromolecular organic compounds containing elements other than carbon and hydrogen only
    • D21H17/13—Silicon-containing compounds
    • D—TEXTILES; PAPER
    • D21—PAPER-MAKING; PRODUCTION OF CELLULOSE
    • D21H—PULP COMPOSITIONS; PREPARATION THEREOF NOT COVERED BY SUBCLASSES D21C OR D21D; IMPREGNATING OR COATING OF PAPER; TREATMENT OF FINISHED PAPER NOT COVERED BY CLASS B31 OR SUBCLASS D21G; PAPER NOT OTHERWISE PROVIDED FOR
    • D21H17/00—Non-fibrous material added to the pulp, characterised by its constitution; Paper-impregnating material characterised by its constitution
    • D21H17/20—Macromolecular organic compounds
    • D21H17/33—Synthetic macromolecular compounds
    • D21H17/46—Synthetic macromolecular compounds obtained otherwise than by reactions only involving carbon-to-carbon unsaturated bonds
    • D21H17/59—Synthetic macromolecular compounds obtained otherwise than by reactions only involving carbon-to-carbon unsaturated bonds obtained by reactions forming in the main chain of the macromolecule a linkage containing silicon
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00—Technologies for solid waste management
    • Y02W30/50—Reuse, recycling or recovery technologies
    • Y02W30/91—Use of waste materials as fillers for mortars or concrete

Abstract

This invention discloses a new technology related to cellulose fiber reinforced cement composite materials using the loaded cellulose fibers. Thi s invention discloses four aspects of the technology: fiber treatment; formulation; method and final product. This technology advantageously provid es fiber cement building materials with the desirable characteristics of reduce d water absorption, reduced rate of water absorption, lower water migration, a nd lower water permeability. This invention also impart the final products improved freeze-thaw resistance, reduced efflorescence, reduced chemical dissolution and re-deposition, and improved rot and fire resistances, compar ed to conventional fiber cement products. These improved attributes are gained without loss in dimensional stability, strength, strain or toughness.</SDOAB >

Claims (68)

1. A composite building material, comprising:
a cementitious matrix;
individualized cellulose fibers incorporated into the cementitious matrix, the cellulose fibers having voids that are at least partially filled with loading substances that inhibit water from flowing therethrough.
2. The composite building material of Claim 1, wherein the loading substances have substantially the same thermal and moisture expansion coefficients as that of the matrix.
3. The composite building material of Claim 1, wherein the loading substances comprise inorganic compounds.
4. The composite building material of Claim 3, wherein the inorganic compounds are selected from the group consisting of inorganic salts of sodium, potassium, calcium, zinc, copper, aluminum, barium, and mixtures thereof, and therein the inorganic compounds are in a form selected from carbonate, silicate, chromate aluminate, acetate, palmitate, oleate, stearate, sulfate, phosphate, borate, and mixtures thereof.
5. The composite building material of Claim 3, wherein the inorganic compounds are selected from clay, cement, kaolin, calcium silicate hydrate, and mixtures thereof.
6. The composite building material of Claim 1, wherein the loading substances comprise organic compounds.
7. The composite building material of Claim 6, wherein the organic compounds are selected from the group consisting of waxes, polyolefms, acrylics, epoxies, styrene butadiene rubber, plastics, resins and mixtures thereof.
8. The building material of Claim 1, wherein the loading substances comprise about 0.5% to 150% of the dry weight of the cellulose fibers.
9. The building material of Claim 8, wherein the loading substances comprise up to 80% of the dry weight of the cellulose fibers.
10. The composite building material of Claim 1, wherein the cellulose fibers are made from cellulose pulps of lignocellulosic materials by a pulping process.
11. The composite building material of Claim 1, further comprising unloaded cellulose fibers.
12. The composite building material of Claim 1, further comprising natural inorganic fibers, and synthetic fibers.
13. The composite building material of Claim 1, wherein the specific pore volume of the loaded cellulose fibers in the composite material in the 1-10 ~m range is less than about 6µL/g, measured by mercury intrusion porosimetry (MIP).
14. The composite building material of Claim 1, wherein the cementitious matrix incorporating the individualized cellulose fibers is autoclaved.
15. The composite building material of Claim 14, comprising about 10-80%
cement by weight.
16. The composite building material of Claim 14, further comprising an aggregate.
17. The composite building material of Claim 16, wherein the aggregate is ground silica.
18. A material formulation used to form a composite building material, comprising:
a cementitious binder;
an aggregate, a density modifier, cellulose fibers, wherein the cellulose fibers have been individualized and wherein at least some of the cellulose fibers are loaded with insoluble substances to inhibit water migration through the fibers, wherein the cellulose fibers are partially or completely delignified, and additives.
19. The formulation of Claim 18, wherein the cementitious binder comprises Portland cement.
20. The formulation of Claim 18, comprising about 10-80% cement by weight.
21. The formulation of Claim 18, comprising about 20-50% cement by weight.
22. The formulation of Claim 18, wherein the cementitious binder has a surface area of about 250 to 400 m2/kg.
23. The formulation of Claim 18, wherein the cementitious binder is selected from the group consisting of high alumina cement, lime, high phosphate cement, ground granulated blast furnace slag cement, and mixtures thereof.
24. The formulation of Claim 18, wherein the aggregate is approximately 20%-80% of the formulation by weight.
25. The formulation of Claim 24, wherein the aggregate comprises silica having a surface area of about 300 to 450 m2/kg.
26. The formulation of Claim 18, wherein the aggregate comprises ground silica.
27. The formulation of Claim 18, wherein the aggregate is selected from the group consisting of amorphous silica, micro silica, geothermal silica, diatomaceous earth, coal combustion fly and bottom ashes, rice hull ash, blast furnace slag, granulated slag, steel slag, mineral oxides, mineral hydroxides, clays, magnasite or dolomite, metal oxides and hydroxides, polymeric beads, and mixtures thereof.
28. The formulation of Claim 18, wherein the loaded fibers comprise about 0.5%-20% of the formulation by weight.
29. The formulation of Claim 18, wherein the loaded cellulose fibers are blended with unloaded cellulose fibers or natural inorganic fibers and synthetic fibers.
30. The formulation of Claim 18, wherein the density modifier is about 0%-50%
of the formulation.
31. The formulation of Claim 18, wherein the density modifier comprises lightweight substances with a density of less than about 1.5 grams per cubic centimeter.
32. The formulation of Claim 18, wherein the density modifier is selected from the group consisting of plastic materials, expanded polystyrene or other foamed polymer materials, glass and ceramic materials, calcium silicate hydrates, microspheres and volcano ashes including perlite, pumice, shirasu basalt, zeolites in expanded forms, and mixtures thereof.
33. The formulation of Claim 18, wherein the additives are about 0%-10% by weight of the formulation.
34. The formulation of Claim 18, wherein the additives are selected from the group consisting of viscosity modifiers, fire retardants, waterproofing agents, silica fume, geothermal silica, thickeners, pigments, colorants, plasticizers, dispersants, forming agents, flocculent, drainage aids, wet and dry strength aids, silicone materials, aluminum powder, clay, kaolin, alumina trihydrate, mica, metakaolin, calcium carbonate, wollastonite, polymeric resin emulsion, and mixtures thereof.
35. The formulation of Claim 18, wherein the loaded cellulose fibers increase the water resistance of the composite building material as compared to a building material made from an equivalent formulation without loaded cellulose fibers.
36. The formulation of Claim 18, wherein the loaded cellulose fibers reduce the amount of water absorption of the composite building material in a 6 hour test by more than about 5% as compared to a building material made from an equivalent formulation without loaded cellulose fibers.
37. The formulation of Claim 18, wherein the loaded cellulose fibers reduce the rate of water migration (wicking) of the composite building material by more than about 15% in a 24 hour test as compared to a building material made from an equivalent formulation without loaded cellulose fibers
38. The formulation of Claim 18, wherein the loaded cellulose fibers reduce the water permeability of the composite building material in a 24 hour test to about 15% or less than the water permeability of a building material made from an equivalent formulation without loaded cellulose fibers.
39. The formulation of Claim 18, wherein the loaded cellulose fibers improve the freeze-thaw properties of the composite building material as compared to a building material made from an equivalent formulation without loaded cellulose fibers.
40. The formulation of Claim 18, wherein the loaded cellulose fibers increase the biological resistance of the composite building material as compared to a building material made from an equivalent formulation without loaded cellulose fibers.
41. The formulation of Claim 18, wherein the loaded cellulose fibers maintain or increase the physical and mechanical properties of the composite building material as compared to a building material made from an equivalent formulation without loaded cellulose fibers.
42. The formulation of Claim 18, wherein the loaded cellulose fibers reduce the efflorescence of the composite building material as compared to a building material made from an equivalent formulation without loaded cellulose fibers.
43. The formulation of Claim 18, wherein the loaded cellulose fibers reduce the volume of the pores of the composite building material in the 1-10 µm size range by more than about 20% as compared to a building material made from an equivalent formulation without loaded cellulose fibers.
44. The formulation of Claim 18, wherein the specific pore volume of the loaded cellulose fibers within the composite building material in the 1-10 µm range is less than about 6 µL/g measured by mercury intrusion porosimetry (MIP).
45. A method of manufacturing a fiber reinforced cement composite material, comprising:
providing individualized cellulose fibers;
loading at least a portion of the cellulose fibers with an insoluble substance to form loaded cellulose fibers, wherein the insoluble substance inside the fibers inhibits water flow through the fibers;
mixing the loaded fibers with a cementitious binder and other ingredients to form a fiber cement mixture;
forming the fiber cement mixture into a fiber cement article of a pre-selected shape and size; and curing the fiber cement article so as to form the fiber reinforced composite building material.
46. The method of Claim 45, wherein providing individualized fibers comprises removing a majority of the lignin binding the cellulose fibers together.
47. The method of Claim 45, wherein providing individualized fibers comprises mechanically separating the fibers.
48. The method of Claim 45, wherein cellulose fibers are individualized by a chemical pulping method with aids of some mechanical separation.
49. The method of Claim 45, wherein loading the fibers comprises using a physical process to deposit insoluble substances in the voids of the fibers.
50. The method of Claim 45, wherein loading the fibers comprises using a chemical process to deposit insoluble substances in the voids of the fibers.
51. The method of Claim 45, further comprising processing the loaded fibers by dispersing the fibers at a pre-selected consistency range and then fibrillating the loaded fibers to a pre-selected freeness range.
52. The method of Claim 51, wherein processing the loaded fibers comprises dispersing the loaded fibers at the consistency of 1%-6% in a hydra-pulper.
53. The method of Claim 51, wherein processing the loaded fibers comprises fibrillating the loaded fibers to the freeness of 100 to 750 degrees of Canadian Standard Freeness.
54. The method of Claim 51, wherein processing the loaded fibers comprises fibrillating the loaded fibers to the freeness of 180 to 650 degrees of Canadian Standard Freeness.
55. The method of Claim 51, wherein processing the loaded fibers comprises flash drying the loaded fibers to a moisture content of about 5% to 50%.
56. The method of Claim 45, further comprising mixing the loaded fibers with unloaded cellulose fibers.
57. The method of Claim 45, further comprising mixing the loaded fibers with natural inorganic fibers and synthetic fibers.
58. The method of Claim 45, further comprising mixing the loaded fibers with an aggregate, a density modifier and additives.
59. The method of Claim 45, wherein forming the fiber cement article comprises forming the, article using a process selected from the group consisting of a Hatschek sheet process, a Mazza pipe process, a Magnani process, injection molding, extrusion, hand lay-up, molding, casting, filter pressing, Fourdrinier forming, multi-wire forming, gap blade forming, gap roll/blade forming, Bel-Roll forming, and combinations thereof.
60. The method of Claim 45, wherein forming the fiber cement article further comprises embossing the article.
61. The method of Claim 45, wherein curing the fiber cement article comprises pre-curing and curing.
62. The method of Claim 61, wherein the fiber cement article is pre-cured for up to 80 hours at ambient temperature.
63. The method of Claim 61, wherein the fiber cement article is pre-cured for up to 24 hours at ambient temperature.
64. The method of Claim 61, wherein the fiber cement article is cured in an autoclave.
65. The method of Claim 64, wherein the fiber cement article is autoclaved at an elevated temperature and pressure at about 60 to 200°C for about 3 to 30 hours.
66. The method of Claim 64, wherein the fiber cement article is autoclaved at an elevated temperature and pressure at about 60 to 200°C for about 24 hours or less.
67. The method of Claim 45, wherein curing the fiber cement article comprises air curing the formed article for up to 30 days.
68. A building material incorporating individualized reinforcing fibers, wherein at least a portion of the fibers have voids that are at least partially filled with loading substances which inhibit water or other substances from occupying the voids.
CA 2424795 2000-10-04 2001-09-21 Fiber cement composite materials using cellulose fibers loaded with inorganic and/or organic substances Expired - Lifetime CA2424795C (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
US23785000P 2000-10-04 2000-10-04
US60/237,850 2000-10-04
PCT/US2001/042243 WO2002028796A2 (en) 2000-10-04 2001-09-21 Fiber cement composite materials using cellulose fibers loaded with inorganic and/or organic substances

Publications (2)

Publication Number Publication Date
CA2424795A1 true CA2424795A1 (en) 2002-04-11
CA2424795C CA2424795C (en) 2010-07-27

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CA 2424795 Expired - Lifetime CA2424795C (en) 2000-10-04 2001-09-21 Fiber cement composite materials using cellulose fibers loaded with inorganic and/or organic substances

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US (3) US6676744B2 (en)
EP (1) EP1330421A2 (en)
JP (1) JP5155512B2 (en)
KR (1) KR100829265B1 (en)
CN (2) CN1810699A (en)
AR (1) AR034161A1 (en)
AU (2) AU2001295055B2 (en)
BR (1) BR0114423A (en)
CA (1) CA2424795C (en)
CZ (1) CZ2003958A3 (en)
MX (1) MXPA03002711A (en)
MY (1) MY128451A (en)
NZ (1) NZ525327A (en)
PL (1) PL365806A1 (en)
TW (1) TW592919B (en)
WO (1) WO2002028796A2 (en)

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