FIBERGLASS MESH SCRIM REINFORCED CEMENTITIOUS BOARD SYSTEM

• US 20120148806A1
• Filed: 12/10/2010
• Published: 06/14/2012
• Est. Priority Date: 12/10/2010
• Status: Active Grant

• Current Assignee: United States Gypsum Company (GEBR Knauf Verwaltungsgesellschaft KG)
• Original Assignee: United States Gypsum Company (GEBR Knauf Verwaltungsgesellschaft KG)
• Inventors: DUBEY, Ashish, Peng, Yanfei
• Application Number:
  US12/965,208
• Publication Number:
  US 20120148806A1
• Time in Patent Office: Days
• US Class Current: 428/193
• CPC Class Codes: B28B 19/0092 to webs, sheets or the like, e.g. of paper, cardboard
• CPC Class Codes: B28B 23/0006 the reinforcement consisting of aligned, non-metal reinforcing elements
• CPC Class Codes: B32B 13/14 next to a fibrous or filamentary layer
• CPC Class Codes: B32B 2260/021 Fibrous or filamentary layer
• CPC Class Codes: B32B 2260/023 Two or more layers
• CPC Class Codes: B32B 2260/044 Water-setting substance, e.g. concrete, plaster
• CPC Class Codes: B32B 2262/101 Glass fibres
• CPC Class Codes: C04B 14/06 Quartz; Sand
• CPC Class Codes: C04B 14/12 Expanded clay
• CPC Class Codes: C04B 14/14 Minerals of vulcanic origin granite C04B14/048
• CPC Class Codes: C04B 14/16 porous, e.g. pumice
• CPC Class Codes: C04B 14/185 expanded
• CPC Class Codes: C04B 16/08 porous, e.g. expanded polystyrene beads or microballoons
• CPC Class Codes: C04B 18/08 Flue dust , i.e. fly ash
• CPC Class Codes: C04B 18/141 Slags
• CPC Class Codes: C04B 20/1003 Non-compositional aspects of the coating or impregnation
• CPC Class Codes: C04B 2103/0079 Rheology influencing agents
• CPC Class Codes: C04B 2103/12 Set accelerators
• CPC Class Codes: C04B 2103/22 Set retarders
• CPC Class Codes: C04B 2103/302 Water reducers
• CPC Class Codes: C04B 2103/304 : Air-entrainers
• CPC Class Codes: C04B 2103/44 : Thickening, gelling or viscosity increasing agents
• CPC Class Codes: C04B 2103/54 : Pigments; Dyes
• CPC Class Codes: C04B 2103/58 : Shrinkage reducing agents
• CPC Class Codes: C04B 2111/00629 : the covering sheets being made of material other than paper
• CPC Class Codes: C04B 28/04 : Portland cements
• CPC Class Codes: C04B 38/10 : by using foaming agents C04B38/02 takes precedenceor by using mechanical means, e.g. adding preformed foam
• CPC Class Codes: E04C 2/049 : completely or partially of insulating material, e.g. cellular concrete or foamed plaster
• CPC Class Codes: E04C 2/06 : reinforced
• CPC Class Codes: Y02W 30/91 : Use of waste materials as fillers for mortars or concrete
• CPC Class Codes: Y10T 428/24785 : including layer embodying mechanically interengaged strands, strand portions or strand-like strips [e.g., weave, knit, etc.]
• CPC Class Codes: Y10T 442/10 : Scrim [e.g., open net or mesh, gauze, loose or open weave or knit, etc.]

Abstract

A cementitious board system which is reinforced on its opposed surfaces by an improved glass fiber mesh scrim with thicker yarn and larger mesh openings to provide a cementitious board with improved handling properties while retaining tensile strength and long term durability. The fabric is constructed as a mesh of high modulus strands of bundled glass fibers encapsulated by alkali and water resistant material, e.g. a thermoplastic material. The composite fabric also has suitable physical characteristics for embedment within the cement matrix of the panels or boards closely adjacent the opposed faces thereof. The fabric provides a board system with long-lasting, high strength tensile reinforcement and improved handling properties regardless of their spatial orientation during handling. Included as part of the invention are methods for making the reinforced board.

Claims

1. A reinforced cementitious board system with improved strength, long term durability and handling properties, comprising:

a core layer of cementitious material having opposed planar surfaces and opposed edges;

at least one outer layer of an alkali resistant fiberglass mesh reinforcement embedded in the opposed planar surfaces of the core layer, and

wherein the fiberglass mesh reinforcement is a mesh scrim having about 4×

4 to 6×

6 strand per inch construction in the longitudinal and transverse direction, respectively, and,

wherein the fiberglass mesh reinforcement is made from a coated fiberglass yarn, the yarn in an uncoated state has a nominal density of about 1200 to 5000 linear yards per pound of fiberglass yarn, and

the coated yarn comprises 40-65 wt. % coating on a dry basis;

wherein the cementitious material comprises;

25 to 60 wt. %, on a wet basis, cementitious reactive powder comprising Portland cement,

10 to 40 wt. % water,

1 to 70 wt. %, on a wet basis, of filler;

optional additive selected from at least one member of the group consisting of water reducing agents, chemical set-accelerators, chemical set-retarders, air-entraining agents, foaming agents, shrinkage control agents, coloring agents, viscosity modifying agents and thickeners, and internal curing agents; and

wherein the system has improved handling properties compared to prior cement board systems in allowing for deeper penetration and improved bonding of the mesh scrim to the core layer to prevent delamination, and

wherein the cement board system only needs to be scored once on each planar surface to allow for easy snapping of the cement board along the score line during installation of the cement board;

the coating comprising alkali resistant polymer, wherein the yarn comprises 35-60 wt. % of said coating on a dry basis.

2. The system of claim 1, wherein the filler comprises 1 to 10 wt % of an expanded and chemically coated water tight and water repellant perlite filler.

3. The system of claim 1, wherein the cementitious material also comprises about 0 to 50 vol. %, on a wet basis, entrained air.

4. The system of claim 1, wherein the cementitious reactive powder comprises, on a dry basis, about 25 to 100 wt. % Portland cement and 0 to 75 wt. % fly ash based on the sum of the Portland cement and fly ash.

5. The system of claim 1, wherein the filler is a lightweight aggregate or fillers selected from the group consisting of blast furnace slag, volcanic tuff, pumice, sand, expanded clay, expanded shale, expanded perlite, hollow ceramic spheres, hollow plastic spheres, expanded plastic beads, and mixtures thereof.

6. The system of claim 1, wherein the fiberglass yarn, in an uncoated state, has a nominal density of about 3700 to 5000 linear yards per pound of fiberglass yarn.

7. The system of claim 1, wherein the filler are expanded clay and expanded shale.

8. The cementitious board system of claim 1, wherein the mesh scrim is embedded between about 0.03 to about 0.06 inches into at least one of the planar surface of the cement core layer.

9. The cementitious board system of claim 1, wherein the nail pull strength of the cement board system is at least 90 pounds, in accordance with ASTM C-1325-08B.

10. The cementitious board system of claim 1, wherein the density of the cement board is about 40 to 100 pounds per cubic foot.

11. The cementitious board system of claim 1, wherein the density of the cement board is about 50 to 80 pounds per cubic foot.

12. The board system of claim 1, wherein the alkali resistant coating on the

fiberglass fabric is selected from the group consisting of wax, polyvinyl chloride, polyvinyl alcohol, polyvinyl acetate, polyester, acrylics, acrylonitrile, silicones, styrene-butadiene, polypropylene, epoxy and polyethylene, and mixtures thereof.

13. The cementitious board system of claim 1, wherein the board comprises

at least one outer layer of said fiberglass mesh reinforcement on one pair of the opposed edges of the core, and

wherein the fiberglass mesh reinforcement has a 4.0×

4.0 strands per inch construction in both the lateral and transverse directions.

14. A method of reinforcing a cementitious board system to provide a cement board with improved strength, nail pull strength and handling properties, comprising providing a core layer of cementitious material, the core layer having opposed planar surfaces and opposed edges, and at least one outer layer of alkali resistant fiberglass mesh scrim reinforcement embedded within the opposed planar surfaces, comprising:

applying a fiberglass mesh scrim to the upper and lower surfaces of a core cementitious slurry by pouring the cementitious slurry through the mesh scrim to coat and embed the entire mesh scrim in the cementitious slurry before the slurry is dried;

wherein the fiberglass mesh scrim has between about 4×

4 to about 6×

6 strand of fiberglass fiber per inch of the mesh construction in both the longitudinal and transverse directions, respectively, and the fiberglass mesh is made from a coated fiberglass yarn, the yarn in an uncoated state has a nominal density of about 3700 to 5000 linear yards per pound of the fiberglass yarn; and

the coated yarn comprises 40-65 wt. % coating on a dry basis;

wherein. the cementitious material comprises;

25 to 60 wt. %, on a wet basis, cementitious reactive powder comprising Portland cement,

10 to 40 wt. % water,

1 to 70 wt. %, on a wet basis, of filler;

optional additive selected from at least one member of the group consisting of water reducing agents, chemical set-accelerators, chemical set-retarders, air-entraining agents, foaming agents, shrinkage control agents, coloring agents, viscosity modifying agents and thickeners, and internal curing agents; and

the coating comprising alkali resistant polymer, wherein the yarn comprises 35-60 wt. % of said coating on a dry basis.

wherein the system has improved handling properties compared to prior cement board systems in allowing for deeper penetration and improved bonding of the mesh scrim to the core layer to proved a stronger bond between the cementitious core and the mesh scrim to prevent delamination, and

wherein the cement board system only needs to be scored once on each planar surface to allow for easy snapping of the cement board along the score line during installation of the cement board.

15. The method of claim 14, wherein the filler comprises 1 to 10 wt % of an expanded and chemically coated water tight and water repellant perlite filler.

16. The method of claim 14, wherein the cementitious material also comprises about 0 to about 50 vol. %, on a wet basis, entrained air.

17. The method of claim 14, wherein the cementitious reactive powder comprises, on a dry basis, about 25 to 100 wt. % Portland cement and 0 to 75 wt. % fly ash based on the sum of the Portland cement and fly ash.

18. The method of claim 14, wherein the cementitious reactive powder comprises, on a dry basis, about 40 to 80 wt. % Portland cement, 0 to 20 wt.

19. The method of claim 14, wherein the cementitious reactive powder comprises:

35-60 wt. %, on a wet basis, cementitious reactive powder comprising Portland cement and optionally a pozzolanic material,

2-10 wt. %, on a wet basis, expanded and chemically coated water tight and water repellant perlite filler,

20-40 wt. % water,

10-50 vol. %, on a wet basis, entrained air,

optional additive selected from at least one member of the group consisting of water reducing agents, chemical set-accelerators, chemical set-retarders, air-entraining agents, foaming agents, shrinkage control agents, coloring agents, viscosity modifying agents and thickeners, and internal curing agents; and

10-25 wt. % secondary fillers selected from at least one member of the group consisting of expanded clay, shale aggregate, pumice, blast furnace slag, volcanic tuff, sand, expanded shale, expanded perlite, hollow ceramic spheres, hollow plastic spheres, expanded plastic beads, and mixtures thereof;

wherein the total of expanded and chemically coated perlite filler and secondary fillers is at least 20 wt. %.

20. The method of claim 14, wherein at least one outer layer of fiberglass mesh reinforcement is on one pair of the opposed edges of the core, and

wherein the fiberglass mesh scrim has a 4.0×

4.0 strands per inch construction in both the lateral and transverse directions, and

wherein the fiberglass mesh is made with a fiberglass yarn, the yarn in an uncoated state has a nominal density of about 3700 linear yards per pound of the fiberglass yarn.

21. The method of claim 14, wherein the fiberglass mesh is made from fiberglass yarn coated with an alkali resistant coating selected from the group consisting of wax, polyvinyl chloride, polyvinyl alcohol, polyvinyl acetate, polyester, acrylics, acrylonitrile, silicones, styrene-butadiene, polypropylene, epoxy and polyethylene and mixtures thereof.