WO2012011924A1 - Cementitious composition incorporating high levels of glass aggregate for producing solid surfaces - Google Patents

Cementitious composition incorporating high levels of glass aggregate for producing solid surfaces Download PDF

Info

Publication number
WO2012011924A1
WO2012011924A1 PCT/US2010/043145 US2010043145W WO2012011924A1 WO 2012011924 A1 WO2012011924 A1 WO 2012011924A1 US 2010043145 W US2010043145 W US 2010043145W WO 2012011924 A1 WO2012011924 A1 WO 2012011924A1
Authority
WO
WIPO (PCT)
Prior art keywords
glass
pozzolan
weight
cement
aggregate
Prior art date
Application number
PCT/US2010/043145
Other languages
French (fr)
Inventor
Donald Martin Mcpherson
Original Assignee
Polycor Vetrazzo, Inc.
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 Polycor Vetrazzo, Inc. filed Critical Polycor Vetrazzo, Inc.
Priority to PCT/US2010/043145 priority Critical patent/WO2012011924A1/en
Priority to CA2806364A priority patent/CA2806364A1/en
Publication of WO2012011924A1 publication Critical patent/WO2012011924A1/en

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions 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
    • C04B28/04Portland cements
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Definitions

  • the present invention generally relates to sheet-form building materials, and more particularly relates to cementitious sheet-form materials having an exposed solid surface that is often intended to satisfy desired aesthetic requirements.
  • the invention is particularly adapted to producing cementitious sheet-form materials having a high recycled materials content, and especially a high content of recycled glass.
  • the invention is not limited to the use of recycled materials.
  • Cementitious sheet-form building materials or panels that provide solid surfaces have a wide variety of applications, such as use for counter-tops, table-tops, shower pans, floors, walls and the like.
  • Such panels are conventionally fabricated with a high cement content using an aggregate, such as rock or crushed marble, and normally have a thickness of at least one inch (2.54 cm) and a maximum thickness limited by weight considerations.
  • a suitable solid surface panel should have certain mechanical, thermal, and chemical properties, as well being capable of meeting certain aesthetic criteria.
  • a sheet material measuring 300cm x 50cm x 3cm thick should have a compressive strength in excess of 40 KPa and a tensile strength greater than 7.5 KPa.
  • the material should have a high thermal shock resistance, porosity less than 1 %, hydraulic permeability less than 1 % and a pH less than 10.0.
  • recycled glass and fly ash two products recovered from a waste stream
  • the resulting strengths of these mortars and concretes range from 63-104 MPa for the fly ash systems (U.S. Patent 5,601 ,643 Silverstrim, et al.), and as high as 92 MPa for the recycled glass systems for producing artificial stone (U.S. Patent 6,296,699 Jin).
  • U.S. Patent 6,749,679 to Shi discloses to utilize finely divided glass powder plus fly ash, polymerized with sodium silicate plus a lime source (either CaO, OPC or
  • GGBFS GGBFS
  • recycled glass with a surface greater than 300 m 2 /kg has been used as a traditional pozzolan cement additive, or more recently as an inter-ground additive to cement clinker.
  • finely divided glass to act as a cement or cement modifier there is no penalty, with actual benefits reported in strength gain, lowered hydraulic permeability and greater bond strength.
  • Table I provides compositions and compressive strengths of these known concrete systems which use recycled glass as a pozzolan as well as an aggregate. The samples are ranked in Table I in descending order beginning with the highest pozzolan/cement ratio and lowest W/Cm ratio. What is noteworthy is the high 28-day strengths obtained with low cement levels. Samples 6 and 7 have high pozzolan to cement ratios, satisfactory 28-day strengths but low recycled content.
  • GP glass pozzolan with a surface area > 300 m 2 /kg.
  • MS micro-silica.
  • W/Cm mix water to cement ratio.
  • the aggregate (fine and coarse), is conventional.
  • U.S. Patent 6,080,234 to Clavaud et al. discloses a high performance concretes based on low cement content, by optimizing the uniformity of the particle size
  • the present invention is directed to a cementitious composition for high density, low porosity sheet-form building materials that can be used to provide exposed solid surfaces, for example, surfaces for shower walls and floors, counter-tops, table-tops, and the like, where low hydraulic permeability and high compressive and tensile strength is desired.
  • the invention also is directed at a method of producing such sheet- form products form the cementitious composition of the invention.
  • sheet-form products made in accordance with the invention will advantageously exhibit a moderate pH, high thermal shock resistance, and a controllable brightness coefficient.
  • the composition of the invention is also particularly suited to a high content of recycled materials, particularly recycled glass.
  • the composition of the invention is based on three primary ingredients, namely, cement, pozzolans, and a high percentage of fine and/or coarse glass aggregate, preferably present in an amount which by weight is at least 60 % of the composition.
  • the cement content which is suitably ordinary Portland cement (OPC) and preferably Type I or Type III OPC, but which could be other cements such as white cement, is relatively low, preferably in the range of about 3% to 20% by weight, and the pozzolan to cement ratio is relatively high, preferably equal to or greater than unity, but which can suitably be in the range from 0.25 to 4.
  • the composition incorporates a high percentages of recycled materials, including recycled glass in the form of the aggregate, sand and a portion of the pozzolan.
  • the high pozzolan to cement ratio is necessary to permit the incorporation of high percentages of recycled glass.
  • the pozzolan component of the invention includes at least one, and preferably a combination of pozzolans, preferably selected from the following group of pozzolans: fly ash, silica fume, ground granulated blast furnace slag, metakaolin, wollastonite, micro silica, amorphous silica and finely divided glass powders.
  • a most suitable combination of pozzolans will include metakaolin, wollastonite, micro silica, and finely divided glass powders. Other pozzolans can be added to achieve desired characteristics, such as color. A non-reactive silica-based filler components can optionally be added.
  • the suitable mineral fillers are various forms and sizes of crystalline silica.
  • the mechanical, thermal, and chemical properties can be optimized when the pozzolan to cement ratio is in the range 0.25-4. While cement content ranges between about 3% and 20% by weight are contemplated, the preferred content range for the cement component is about 5% to 10%.
  • the resulting product is characterized by high compressive and tensile strength, high density, low hydraulic permeability, low porosity and moderate pH, high thermal shock resistance, controllable brightness coefficient and the ability to support a high recycled content.
  • Product made using these compositions is suitable for both vertical and horizontal solid surfaces such as walls, floors, counters, tables, as well as suitable for high production fabrication of exposed-aggregate panels at least as large as 300 cm x 150 cm at 3 mm thickness.
  • the pozzolans in the composition of the invention increase moderate-age to long-term strength, and of decrease hydraulic permeability, lower the pH and increase aggregate bonding.
  • the optional fillers are added to increase strength and lower porosity and permeability by filling in the size range of particles missing from traditional ordinary Portland cement (or other cement) mixes.
  • composition of OPC, and the pozzolans and fillers used in this invention are given in Table II.
  • An effective pozzolan has a composition high in at least one of the main components in OPC, silica, calcia and alumina. Pozzolans also have surface areas equal to or greater than OPC, and are primarily amorphous. Table II
  • a percentage recovered (recycled) materials can be post-industrial, such as fly ash (Class F), silica fume, ground granulated blast furnace slag, or post- consumer, such as recycled glass pozzolan, recycled glass 'sand' and recycled glass aggregate.
  • Some pozzolans and fillers are non-virgin, such as metakaolin, wollastonite, fumed white silica, colloidal silica, micro silica, amorphous silica and microcrystalline silica.
  • FIGS. 1-4 are graphs showing the compressive strength, bulk density, porosity, hydraulic absorption and cement efficiency for a series of mixes having specified component proportions.
  • Recycled glass can be incorporated into concrete in the form of four distinct size distributions to provide four distinct functions within the concrete.
  • Recycled glass can be finely ground to a mean particle size of about 16 microns, which is similar to ordinary Portland cement (OPC), and activated with alkali to provide cementitious properties on par with OPC.
  • Un-activated at the same particle size recycled glass can be an extremely effective pozzolan that reduces the system pH while increasing the aggregate bond strength.
  • Recycled glass employed at a mean particle size of around 250-600 microns can be an effective filler that will increase strength, while lowering hydraulic permeability and porosity.
  • recycled glass can replace conventional aggregate (sand and gravel), while having the unique advantage of zero absorption.
  • the essential materials for the composition are cement, suitably OPC or white cement, pozzolans, and fine and coarse glass aggregate.
  • Suitable pozzolans are fly ash, silica fume, ground granulated blast furnace slag (GGBFS), metakaolin, wollastonite, amorphous silica, micro silica and finely divided glass powders.
  • GGBFS ground granulated blast furnace slag
  • a non- reactive, silica-based filler component is optionally added.
  • the suitable mineral filler materials are various forms and sizes of crystalline silica.
  • the desired properties of the sheet-form product can be optimized when the pozzolan plus filler-cement ratio is in the range 0.25-4, and is preferably greater than unity.
  • the cement content can range between about 3% to about 20% by weight, however, the preferred range is from about 5% to 10%.
  • the resulting product is characterized by high compressive and tensile strength, high density, low hydraulic permeability, low porosity and moderate pH, high thermal shock resistance, controllable brightness coefficient, all achievable with a high recycled content.
  • Metakaolin 0.5% to 10%, with a preferred range of 1.5% to 2.5%
  • the total glass pozzolans are preferably a mixture of 100 mesh glass pozzolans, 120 mesh glass pozzolans and 300 mesh glass pozzolans, each of which is in the following content ranges: 0 to 20 %, with a preferred range of 5% to 12.5%.
  • fly ash, silica fume, GGBFS and amorphous silica can be selectively added to achieve desired properties, such as a desired pigmentation or color.
  • desired properties such as a desired pigmentation or color.
  • suitable content ranges for these additional pozzolans are suitable content ranges for these additional pozzolans:
  • GGBFS 0.5% to 15%, with a preferred range of 1 .5% to 7.5%
  • the silica based filler can be any finely divided form of crystalline silica less than 100 microns in size.
  • Silica flour is suitably used as a filler and is suitably present in a range of 0 to 10% by weight, and preferably in the range of 0 to 5%.
  • the fine glass aggregate used in the composition is suitably a 12 mesh glass aggregate, but is not limited to this size. Generally, fine aggregate is considered to have a size finer than a No. 4 screen (4.75 mm). The fine aggregate should not have fines less than about 150 microns (100 mesh), which can be screened out.
  • Table III shows the compressive strength, density, porosity and hydraulic absorption as a function of pozzolans substitution at 1 .0, 2.0 and 4.0 wt.%.
  • the pozzolans were substituted for the white cement.
  • White cement was used rather OPC to control color.
  • compositions and results for simple pozzolan for cement substitution for metakaolin, silica flour, silica fume, GGBFS, fly ash and glass pozzolan are provided.
  • a cementitious composition with high glass content that yields the combination of desired mechanical, chemical and thermal properties for a solid surface panel, namely: about 5% to 20% by weight of ordinary Portland cement, pozzolan totaling about 5% to 20% by weight, such that the pozzolan/cement ratio is in a range of about 0.25-4, giving a cement plus pozzolan total of 10% to 50% by weight, with the recycled component being 60% to 95% by weight, and the glass component (preferably recycled), comprised of finely ground glass powders (glass pozzolan), glass "sand” (fine glass aggregate) and coarse glass aggregate, being about 60% to 90% by weight.
  • the remaining pozzolans are selected from the group consisting of fly ash, metakaolin, wollastonite, ground granulated blast furnace slag, silica fume, and micro silica, such that the brightness is controllable, and such that the 28-day compressive strength is greater than 40 KPa, the flexural strength is greater than 7.5 KPa, the porosity is less than 2%, and the
  • absorptivity is less than 1.5%.
  • the preferred content ranges for the cementitious composition are 5-15 wt.% cement, pozzolan totaling 5-15%, such that the pozzolan/cement ratio is 1 .0-2.5 giving a cement plus pozzolan total of 12.5-30%, with the recycled component being 75- 95 wt.%, and the glass component (preferably recycled), comprised of glass pozzolan, glass "sand” and glass “aggregate", being 75-90%.
  • the remaining pozzolans are selected from the set of fly ash, metakaolin, wollastonite, ground granulated blast furnace slag, silica fume, colloidal silica and micro silica such that the brightness is controllable.
  • Example 1 A 3000 g batch was prepared by pre-mixing for 15 minutes 300.0 g type I white Portland cement, 60.0 g metakaolin, 80.0 g NYAD-G wollastonite, 80.0 g grey silica fume, 80.0 g Minusil-5 silica flour, and 375.0 g 100 mesh plate glass pozzolan. To 154.5 g of H 2 0 was added 7.5 g 5% aqueous solution of CH 3 COOH, 15.0 g Acryly-60 acrylic modifier, and 33.62 g ADVA-100 high-range water-reducer. The two were combined to form a dough. To this dough 375.0 g 12 mesh glass sand was added. After mixing, 6.2 g Polarset set accelerator was added.
  • Table IV presents a series of formulations that incorporate a mixture of
  • the pozzolan/cement ratio ranges between 0.16 and 2.25.
  • Mixes 211 , 225 and 231 have the pozzolans metakaolin and silica flour fixed at 2.0 wt% each, with the cement content being 25.0, 20.0 and 15.0, respectively. In this series the density decreases while the porosity and absorption increase.
  • the water to cement ratio
  • Mixes 342, 455 and 460 illustrate the role of the glass pozzolan. There is an increased water demand as 12 Mesh glass is replaced by 100 Mesh glass pozzolan, but the resulting 28-day compressive strength is greatly enhanced. The porosity and absorption, which are already excellent, are also improved.
  • [P/Cm] and particularly for a series of formulations that incorporate a mixture of pozzolans, with the [P/Cm] range being between 1 .85 and 3.45.
  • the compositions are given in wt. %.
  • the HRWR is given as weight percent solids content.
  • Table V illustrates that mixes with very high P/Cm can be formulated with high recycled content.
  • the preliminary results indicate high strength concretes can be formulated with 5-10 wt.% white cement, if the P/Cm is kept sufficiently high. These mixes are highly thixotropic and are characterized by no bleeding and low apparent porosity. These mixes have recycled content between 82.7-93.75 weight percent.
  • FIGS. 1-4 show the compressive strength, bulk density, porosity, hydraulic absorption and cement efficiency for a series of mixes wherein the following proportions are kept.
  • the pozzolan-cement ratio, [P/Cm] was kept equal to unity.
  • the 12 Mesh glass was kept equal to 25.0 wt.%.
  • Example 2 A 740 lb batch was prepared by pre-mixing for 15 minutes 94 lbs type I white Portland cement, 13 lbs metakaolin, 13 lbs NYAD-G wollastonite, 13 lbs metakaolin, 13 lbs fly ash, 23 lbs 120 mesh plate glass, 30 lbs 100 mesh plate glass, and 94 lbs 12 mesh plate glass. This was added to a solution consisting of 46 lbs of H 2 O, 7.5 lbs of Acryl-60, 6.6 lbs of Adva-100. After 15 minutes of mixing 448 lbs, of 5'8" minus recycled glass aggregate was added and mixed to a uniform consistency. 19 lbs of Cembinder-8 was slowly added and the mixing continued for 10 minutes.
  • the mixture was placed into a 9' x 5' x 3cm pan mold and vibrated for 15 minutes.
  • the mix was highly thixotropic, with bubbles rising easily from the mix during vibration.
  • Test samples measuring 2" diameter by 6 " length, and 2" x 2" x 8" were also made.
  • the molds were left to air cure for 24 hours after which they were mist cured for 3 days and steamed cured for 15 hours.
  • the panels were ground and polished on one face to 3500 grit finish exposing the glass aggregate.
  • the test samples followed the same cure cycle, and were used for the compressive strength, tensile strength, density, hydraulic absorption and porosity measurements.
  • Example 3 A 740 lb batch was prepared by pre-mixing for 15 minutes 94 lbs type I white Portland cement, 15 lbs metakaolin, 15 lbs NYAD-G wollastonite, 15 lbs metakaolin, 15 lbs fly ash, 37 lbs 300 mesh plate glass, 22 lbs 120 mesh plate glass, 15 lbs 100 mesh plate glass, and 1 1 1 lbs 12 mesh plate glass. This was added to a solution consisting of 25.0 lbs of H 2 O, 22.2 lbs of Acryl-60, 6.9 lbs of Adva-100 and 3.7 lbs Orisil-200. After 15 minutes of mixing 410 lbs, of 5'8" minus recycled glass aggregate was added and mixed to a uniform consistency.
  • the mixture was placed into a 9' x 5' x 3cm pan mold and vibrated for 15 minutes.
  • the mix was highly thixotropic, with bubbles rising easily from the mix during vibration.
  • Test samples measuring 2" diameter by 6 " length, and 2" x 2" x 8" were also made.
  • the molds were left to air cure for 24 hours after which they were mist cured for 3 days and steamed cured for 15 hours.
  • the panels were ground and polished on one face to 3500 grit finish exposing the glass aggregate.
  • the test samples followed the same cure cycle, and were used for the compressive strength, tensile strength, density, hydraulic absorption and porosity measurements.
  • Table VI gives compositions for a series of mixes using Cembinder-8 and Orisil- 200 as the micro silica source.
  • compositions that incorporate a mixture of pozzolans and latex.
  • the compositions are given in wt. %.
  • the strength is measured after 4 days of cure, which
  • Orisil 200 0.25 0.5 0.5 0.5 1 .00° Be' Na 2 Si0 3 0.5
  • the present invention provides a composition for and method of producing a solid surface sheet-form building material with a high glass content that has excellent mechanical, thermal, and chemical properties, and that is particularly adapted to the use of a high recycled content. While the invention has been described in considerable detail in the foregoing description, it is not intended that the invention be limited to such detail, except as necessitated by the following claims.

Abstract

A cementitious composition for high density, low porosity sheet-form building materials having solid surfaces is comprised of cement, pozzolans, and a high percentage of fine and/or coarse glass aggregate, preferably present in an amount which by weight is at least 60 % of the composition. The cement content is relatively low, preferably in the range of about 3% to 20% by weight, and the pozzolan to cement ratio is relatively high, preferably equal to or greater than unity, but which can suitably be in the range from about 1 to 4. The composition preferably uses recycled glass and preferably has a high recycle content. The sheet-form material made in accordance with the invention can be used to provide exposed solid surfaces, for example, surfaces for shower walls and floors, counter-tops, table-tops, and the like, where low hydraulic permeability and high compressive and tensile strength are desired.

Description

CEMENTITIOUS COMPOSITION INCORPORATING HIGH LEVELS OF GLASS AGGREGATE FOR PRODUCING SOLID SURFACES
Technical Field
[001] The present invention generally relates to sheet-form building materials, and more particularly relates to cementitious sheet-form materials having an exposed solid surface that is often intended to satisfy desired aesthetic requirements. The invention is particularly adapted to producing cementitious sheet-form materials having a high recycled materials content, and especially a high content of recycled glass. However, the invention is not limited to the use of recycled materials.
Background Art
[002] Cementitious sheet-form building materials or panels that provide solid surfaces have a wide variety of applications, such as use for counter-tops, table-tops, shower pans, floors, walls and the like. Such panels are conventionally fabricated with a high cement content using an aggregate, such as rock or crushed marble, and normally have a thickness of at least one inch (2.54 cm) and a maximum thickness limited by weight considerations. A suitable solid surface panel should have certain mechanical, thermal, and chemical properties, as well being capable of meeting certain aesthetic criteria. For example, a sheet material measuring 300cm x 50cm x 3cm thick should have a compressive strength in excess of 40 KPa and a tensile strength greater than 7.5 KPa. Furthermore, for thermal and chemical stability the material should have a high thermal shock resistance, porosity less than 1 %, hydraulic permeability less than 1 % and a pH less than 10.0. In addition, it is desirable to have a controllable brightness coefficient.
[003] There is a large and growing market for solid surface sheet-form material that have a high recycled content. Such recycled content can most suitably be provided, at least in large part, in the form of recycled glass. However, the difficulty with substituting glass for sand or aggregate in this application is that glass normally results in the loss or degradation of the mechanical and chemical properties needed for solid surface panels. The present invention overcomes the drawbacks of using glass in this application by providing a new cementitious composition and method for making a solid surface building panel that has a high percentage of glass, but which achieves the mechanical, chemical and thermal properties required of such panels. The composition and method of the invention are particularly suited to providing a solid surface panel having a high content of recycled material, and generally a recycle content of at least 60%.
[004] Cementitious and non-cementitious compositions having a glass or recycled component are known, but none are capable of providing a practical sheet form material having a solid surface with the desirable properties described above. U.S. Patent 4,440,576 to Flannery et al. describes hydraulic cements prepared from oxides, which were melted to form a glass, quenched and subsequently ground to a fine size. This process of melting an assemblage of oxides, cooling the melt and subsequently grinding to a fine particle size is virtually identical to the process by which ordinary Portland cement (OPC) is prepared. While the cementitious composition disclosed in Flannery at al can achieve relatively high strengths, it would be expensive manufacture. Moreover, Flannery et al. does not disclosure to use a aggregate in its composition.
[005] It is also known that recycled glass and fly ash, two products recovered from a waste stream, can be alkali activated, typically with alkali silicate solutions, mixed with additional water to provide the proper rheology, cast into molds and cured at between 40-120°C for between 2-18 h, to make cements with very high compressive strengths. The resulting strengths of these mortars and concretes range from 63-104 MPa for the fly ash systems (U.S. Patent 5,601 ,643 Silverstrim, et al.), and as high as 92 MPa for the recycled glass systems for producing artificial stone (U.S. Patent 6,296,699 Jin).
[006] U.S. Patent 6,749,679 to Shi discloses to utilize finely divided glass powder plus fly ash, polymerized with sodium silicate plus a lime source (either CaO, OPC or
GGBFS). These cements and mortars have moderately high strengths and good acid resistance due to the high degree of polymerization of the silica anions and the high silica content of the system.
[007] More typically, recycled glass with a surface greater than 300 m2/kg has been used as a traditional pozzolan cement additive, or more recently as an inter-ground additive to cement clinker. With the addition of finely divided glass to act as a cement or cement modifier, there is no penalty, with actual benefits reported in strength gain, lowered hydraulic permeability and greater bond strength.
[008] When recycled glass is incorporated into a cement system as a pozzolan, either as a replacement or addition to the existing cement load, there is an enhancement of properties. In fact high strength mixes can be made using conventional curing cycles by using a moderate amount of glass pozzolan in conjunction with micro silica.
[009] In one study (The Waste and Resources Programme "WRAP",
CONGLASSCRETE I I, Final Report, March, 2004), 30 % of the OPC was replaced by recycled glass pozzolan with a surface area greater than 300 m2/kg. In the same study recycled glass was added as a pozzolan and as a fine and coarse aggregate
replacement for a total recycle glass content ranging between 24-53%. Table I below provides compositions and compressive strengths of these known concrete systems which use recycled glass as a pozzolan as well as an aggregate. The samples are ranked in Table I in descending order beginning with the highest pozzolan/cement ratio and lowest W/Cm ratio. What is noteworthy is the high 28-day strengths obtained with low cement levels. Samples 6 and 7 have high pozzolan to cement ratios, satisfactory 28-day strengths but low recycled content.
Table I (WRAP)
Reported compositions of pozzolan glass addition to OPC and the resulting 28-day compressive strengths.
GP = glass pozzolan with a surface area > 300 m2/kg.
MS = micro-silica. W/Cm = mix water to cement ratio.
(GP + MSyCement = the pozzolan plus filler to cement ratio.
The aggregate (fine and coarse), is conventional.
Sample GP + MS (GP + MS)/
Cement [%] W/Cm fc28 [Mpa] Number [%] Cement
1 12.0 1 .30 0.1 1 .400 75.2
2 12.0 1 .30 0.1 1 .552 54.0
3 12.0 1 .30 0.1 1 .567 46.5
4 10.0 3.30 0.33 .447 43.0 5 10.0 3.30 0.33 .550 38.5
6 6.65 6.65 1 .00 .553 24.2
7 6.65 3.30 0.50 .493 49.5
[010] In U.S. Patent 6,645,289 to Sobolev, there is disclosed an inter-ground cement clinker with gypsum, GGBFS, fly ash, pozzolanic glass powder and an admixture comprising a HRWR, a polymer and finely divided silica. In one example, fc 28= 180 MPa concrete was prepared with 14.5% ordinary Portland cement, 33% pozzolans
comprising gypsum, zeolite fines and glass fines, using a W/Cm=0.15. Good strength is achieved with low cement content.
[011] U.S. Patent 5,531 ,823 to Breton describes a high-strength, low pH, low
permeability concrete formed using very low cement content. This is made possible by incorporating high percentages of silica fume and silica flour to give a pozzolan-cement ratio of up to 3. The W/Cm ratio (0.947), is very high for a high-strength mix. The fc 28= 85 MPa, and the long-term pH is around 9.6. There is uncertainty how the excess mix water is incorporated because the final product is of low permeability. If the water simply evaporates, as the authors suggest, then the final concrete would have a high hydraulic permeability due to the resulting microscopic voids. It is hypothesized that the silica fume is incorporated into the gel phase, reacting with CH to form CHS
(Tobermorite). Breton does not disclose a composition that uses glass.
[012] In U.S. Patent 4,505,753 (Scheetz, et al.) high-strength compositions are disclosed with low pH developed by incorporating 40-60% ordinary Portland cement, 5- 20% silica fume, and up to 40% finely divided crystalline filler material. The high silica percentage is responsible for the lowered pH. The product requires steam curing.
[013] U.S. Patent 6,080,234 to Clavaud et al. discloses a high performance concretes based on low cement content, by optimizing the uniformity of the particle size
distribution from about 0.01 m to 5 cm. High strengths of more than 150 Mpa are obtained from mixes with 3-15% of either ordinary Portland cement or high alumina cement, but only after heat-treatments in excess of 200°C. [014] An unfulfilled need exists for a cementitious composition that has a relatively high glass content, that supports a relatively high content of recycled materials and particularly recycled glass, and that will exhibit the proper set of attributes for a solid surface sheet-form building material, such as excellent mechanical properties, low porosity and hydraulic permeability, pH neutrality and controllable brightness.
Summary of the Invention
[015] The present invention is directed to a cementitious composition for high density, low porosity sheet-form building materials that can be used to provide exposed solid surfaces, for example, surfaces for shower walls and floors, counter-tops, table-tops, and the like, where low hydraulic permeability and high compressive and tensile strength is desired. The invention also is directed at a method of producing such sheet- form products form the cementitious composition of the invention. In addition to low hydraulic permeability and high compressive and tensile strength, sheet-form products made in accordance with the invention will advantageously exhibit a moderate pH, high thermal shock resistance, and a controllable brightness coefficient. The composition of the invention is also particularly suited to a high content of recycled materials, particularly recycled glass.
[016] The composition of the invention is based on three primary ingredients, namely, cement, pozzolans, and a high percentage of fine and/or coarse glass aggregate, preferably present in an amount which by weight is at least 60 % of the composition. The cement content, which is suitably ordinary Portland cement (OPC) and preferably Type I or Type III OPC, but which could be other cements such as white cement, is relatively low, preferably in the range of about 3% to 20% by weight, and the pozzolan to cement ratio is relatively high, preferably equal to or greater than unity, but which can suitably be in the range from 0.25 to 4. In a preferred aspect of the invention, the composition incorporates a high percentages of recycled materials, including recycled glass in the form of the aggregate, sand and a portion of the pozzolan. The high pozzolan to cement ratio is necessary to permit the incorporation of high percentages of recycled glass. [017] The pozzolan component of the invention includes at least one, and preferably a combination of pozzolans, preferably selected from the following group of pozzolans: fly ash, silica fume, ground granulated blast furnace slag, metakaolin, wollastonite, micro silica, amorphous silica and finely divided glass powders. A most suitable combination of pozzolans will include metakaolin, wollastonite, micro silica, and finely divided glass powders. Other pozzolans can be added to achieve desired characteristics, such as color. A non-reactive silica-based filler components can optionally be added. The suitable mineral fillers are various forms and sizes of crystalline silica.
[018] The mechanical, thermal, and chemical properties can be optimized when the pozzolan to cement ratio is in the range 0.25-4. While cement content ranges between about 3% and 20% by weight are contemplated, the preferred content range for the cement component is about 5% to 10%. The resulting product is characterized by high compressive and tensile strength, high density, low hydraulic permeability, low porosity and moderate pH, high thermal shock resistance, controllable brightness coefficient and the ability to support a high recycled content. Product made using these compositions is suitable for both vertical and horizontal solid surfaces such as walls, floors, counters, tables, as well as suitable for high production fabrication of exposed-aggregate panels at least as large as 300 cm x 150 cm at 3 mm thickness.
[019] It is noted that the pozzolans in the composition of the invention increase moderate-age to long-term strength, and of decrease hydraulic permeability, lower the pH and increase aggregate bonding. The optional fillers are added to increase strength and lower porosity and permeability by filling in the size range of particles missing from traditional ordinary Portland cement (or other cement) mixes. The chemical
composition of OPC, and the pozzolans and fillers used in this invention are given in Table II. An effective pozzolan has a composition high in at least one of the main components in OPC, silica, calcia and alumina. Pozzolans also have surface areas equal to or greater than OPC, and are primarily amorphous. Table II
Chemical composition, pH, color and particle size distribution of white Portland cement (WPC), fly ash (FA), metakaolin (MK), wollastonite (WO), ground granulated blast furnace slag (GGBFS), grey silica fume (GSF),
white silica fume (WSF) and recycled glass pozzolan (RGP).
Figure imgf000008_0001
[020] As mentioned, in one aspect of the invention it is a goal to use as a high of a percentage recovered (recycled) materials as possible. These can be post-industrial, such as fly ash (Class F), silica fume, ground granulated blast furnace slag, or post- consumer, such as recycled glass pozzolan, recycled glass 'sand' and recycled glass aggregate. Some pozzolans and fillers are non-virgin, such as metakaolin, wollastonite, fumed white silica, colloidal silica, micro silica, amorphous silica and microcrystalline silica. Description Of The Drawings
[021] FIGS. 1-4 are graphs showing the compressive strength, bulk density, porosity, hydraulic absorption and cement efficiency for a series of mixes having specified component proportions.
Detailed Description Of The Preferred Embodiments
[022] Recycled glass can be incorporated into concrete in the form of four distinct size distributions to provide four distinct functions within the concrete. Recycled glass can be finely ground to a mean particle size of about 16 microns, which is similar to ordinary Portland cement (OPC), and activated with alkali to provide cementitious properties on par with OPC. Un-activated at the same particle size recycled glass can be an extremely effective pozzolan that reduces the system pH while increasing the aggregate bond strength. Recycled glass employed at a mean particle size of around 250-600 microns can be an effective filler that will increase strength, while lowering hydraulic permeability and porosity. At the size of fine or coarse aggregate, recycled glass can replace conventional aggregate (sand and gravel), while having the unique advantage of zero absorption.
[023] While the present invention preferably incorporates, but does not require, recycled content, the essential materials for the composition are cement, suitably OPC or white cement, pozzolans, and fine and coarse glass aggregate. Suitable pozzolans are fly ash, silica fume, ground granulated blast furnace slag (GGBFS), metakaolin, wollastonite, amorphous silica, micro silica and finely divided glass powders. A non- reactive, silica-based filler component is optionally added. The suitable mineral filler materials are various forms and sizes of crystalline silica. The desired properties of the sheet-form product can be optimized when the pozzolan plus filler-cement ratio is in the range 0.25-4, and is preferably greater than unity. The cement content can range between about 3% to about 20% by weight, however, the preferred range is from about 5% to 10%. The resulting product is characterized by high compressive and tensile strength, high density, low hydraulic permeability, low porosity and moderate pH, high thermal shock resistance, controllable brightness coefficient, all achievable with a high recycled content.
[024] A mixture of following primary pozzolans have been identified as being suitable for the composition of the invention, with their content ranges (by weight) indicated:
Metakaolin - 0.5% to 10%, with a preferred range of 1.5% to 2.5%
Wollastonite - 0.5% to 10%, with a preferred range of 1 .5% to 3.0 %
Micro silica - 0.25% to 5.0%, with a preferred range of 0.25% to 5.0%
Total glass pozzolans - 5% to 20%, with a preferred range of 10% to 15% The total glass pozzolans are preferably a mixture of 100 mesh glass pozzolans, 120 mesh glass pozzolans and 300 mesh glass pozzolans, each of which is in the following content ranges: 0 to 20 %, with a preferred range of 5% to 12.5%.
[025] Fly ash, silica fume, GGBFS and amorphous silica, can be selectively added to achieve desired properties, such as a desired pigmentation or color. The following are suitable content ranges for these additional pozzolans:
Fly ash - 0.5% to 15%, with a preferred range of 1.5% to 5%
Silica fume - 0.5% to 10%, with a preferred range of 1 .5% to 5%
GGBFS -- 0.5% to 15%, with a preferred range of 1 .5% to 7.5%
Amorphous silica - 0.5% to 5%, with a preferred range of 1 .5% to 3%
[026] When used, the silica based filler can be any finely divided form of crystalline silica less than 100 microns in size. Silica flour is suitably used as a filler and is suitably present in a range of 0 to 10% by weight, and preferably in the range of 0 to 5%.
[027] It is noted that the fine glass aggregate used in the composition is suitably a 12 mesh glass aggregate, but is not limited to this size. Generally, fine aggregate is considered to have a size finer than a No. 4 screen (4.75 mm). The fine aggregate should not have fines less than about 150 microns (100 mesh), which can be screened out.
[028] Laboratory scale compositional studies of the composition of the invention were made, and selected formulas were used to produce 9' x 5' x 3cm thick panels. The mixing and forming procedure was different for samples and panels. [029] To a base composition of OPC (Type I), glass sand (12 Mesh plate glass), glass aggregate (5/8" minus cobalt blue vodka bottles), and pozzolans were added to mix water that contained ADVA-100, a high-range water-reducer (HRWR) manufactured by W.R.Grace.
[030] For laboratory scale samples the cement and pozzolans were pre-mixed for several minutes. A portion of the mixing water and HRWR was added to the pre-mixed powders. A dough-like body was developed. The remainder of the mixing water and HRWR was added to produce a fluid cement. The 12 Mesh was added to produce a mortar. Finally the glass aggregate was added. The mixture was mixed by hand and placed into molds measuring 2"x2"x2" for compression strength testing and molds measuring 2"x2"x8" for testing flexural strength, density, porosity and hydraulic permeability. Samples were vibrated for 5 minutes to consolidate the mix. Molds were stored in air for 24 hours and then wet cured for 6 days at ambient. An independent laboratory was used for compression and flexural strength testing. Density, porosity, and hydraulic absorption measurements were performed in-house using ASTM test method C642. Color and brightness was noted, but is subjective.
[031] For manufacturing panels the cement, pozzolans and 12 mesh glass were pre- mixed for 15 minutes in a barrel tumbler. In a 1/6 cubic yard cement mixer, a portion of the mixing water, latex and HRWR was added to the pre-mixed powders. A dough-like body was developed. The remainder of the mixing water and HRWR was added to produce fluid cement. Finally, the glass aggregate was added. Optionally a colloidal silica, such as Cembinder 8, manufactured by Eka Chemicals, can be added as the last ingredient. The batch is mixed for an additional 10-15 minutes. The mixture was discharged into pan molds measuring 9' x 5' x 3cm. Samples for strength testing were cast into 2" diameter by 4" long molds for compression testing, and molds measuring 2"x2"x8" for testing flexural strength, density, porosity and hydraulic permeability.
Samples were vibrated for 15 minutes to consolidate the mix. Panels and samples were stored in air for 24 hours, mist cured for 3 days and then steam cured for 15 hours. An independent laboratory was used for compression and flexural strength testing. Density, porosity, and hydraulic absorption measurements were performed in-house using ASTM test method C642. Color and brightness was noted, but is subjective.
[032] Table III shows the compressive strength, density, porosity and hydraulic absorption as a function of pozzolans substitution at 1 .0, 2.0 and 4.0 wt.%. The pozzolans were substituted for the white cement. White cement was used rather OPC to control color.
Table III
Compositions and results for simple pozzolan for cement substitution for metakaolin, silica flour, silica fume, GGBFS, fly ash and glass pozzolan.
Figure imgf000012_0001
Porosity
5.8 2.3 2.1 1 .9 3.2 2.6 2.4 2.8 2.3 1 .9 [%]
Absorption
2.5 .97 .86 .81 1.4 1.1 1 .0 1.0 0.85 0.77 [%]
Table III (con't)
Figure imgf000013_0001
[033] Using the results from Table III mixes were designed that incorporate a mixture of pozzolans and micro-silica fillers. To this end, mixtures of pozzolans, micro-silica fillers, glass sand and glass aggregate were combined with mixing water, a high range water reducer, vinegar (CH3COOH), a set accelerator, and optionally an acrylic modifier. The compositions with high pozzolan to cement ratios (P/Cm), tended towards optimization of the desired mechanical, chemical and thermal properties.
[034] Specifically, certain component ranges were discovered for a cementitious composition with high glass content that yields the combination of desired mechanical, chemical and thermal properties for a solid surface panel, namely: about 5% to 20% by weight of ordinary Portland cement, pozzolan totaling about 5% to 20% by weight, such that the pozzolan/cement ratio is in a range of about 0.25-4, giving a cement plus pozzolan total of 10% to 50% by weight, with the recycled component being 60% to 95% by weight, and the glass component (preferably recycled), comprised of finely ground glass powders (glass pozzolan), glass "sand" (fine glass aggregate) and coarse glass aggregate, being about 60% to 90% by weight. The remaining pozzolans are selected from the group consisting of fly ash, metakaolin, wollastonite, ground granulated blast furnace slag, silica fume, and micro silica, such that the brightness is controllable, and such that the 28-day compressive strength is greater than 40 KPa, the flexural strength is greater than 7.5 KPa, the porosity is less than 2%, and the
absorptivity is less than 1.5%.
[035] A preferred range cement contents and pozzolan contents has been identified for best results. The preferred content ranges for the cementitious composition are 5-15 wt.% cement, pozzolan totaling 5-15%, such that the pozzolan/cement ratio is 1 .0-2.5 giving a cement plus pozzolan total of 12.5-30%, with the recycled component being 75- 95 wt.%, and the glass component (preferably recycled), comprised of glass pozzolan, glass "sand" and glass "aggregate", being 75-90%. The remaining pozzolans are selected from the set of fly ash, metakaolin, wollastonite, ground granulated blast furnace slag, silica fume, colloidal silica and micro silica such that the brightness is controllable.
Examples
[036] Example 1 . A 3000 g batch was prepared by pre-mixing for 15 minutes 300.0 g type I white Portland cement, 60.0 g metakaolin, 80.0 g NYAD-G wollastonite, 80.0 g grey silica fume, 80.0 g Minusil-5 silica flour, and 375.0 g 100 mesh plate glass pozzolan. To 154.5 g of H20 was added 7.5 g 5% aqueous solution of CH3COOH, 15.0 g Acryly-60 acrylic modifier, and 33.62 g ADVA-100 high-range water-reducer. The two were combined to form a dough. To this dough 375.0 g 12 mesh glass sand was added. After mixing, 6.2 g Polarset set accelerator was added. After thoroughly mixing, 1 ,650.0 g of 5/8" minus cobalt blue crushed Skyy vodka bottles was added and thoroughly mixed. The mixture was placed into molds and vibrated for 5 minutes. The mix was highly thixotropic, with bubbles rising easily from the mix during vibration. The molds were left to air cure for 24 hours after which they were moist cured for 6 days for the 7- day compressive strength measurement, moist cured for 27 days for the 28-day compressive strength measurement, and moist cured for 27 days followed by 28 days of air drying for the 56-day compressive strength measurements. For density, hydraulic absorption and porosity measurements a 1 ,200 g rectangular sample was oven dried for 48 hours, weighed, submerged in water for 48 hours, weighed, boiled for 12 hours, weighed, and using Archimedes method, the weight suspended in water was measured. The composition and results are given for example 1 in Table IV as mix No. 460. The high pozzolan to cement ratio of this mix creates a concrete with very low porosity (1.4%), and hydraulic absorption (0.62%), which is reflected in the high compressive strength (77 Mpa). The 28-day compressive strength of mix No. 21 1 is comparable to 460, but obtains this strength by having high cement content. Also note that the resulting concrete has a 3-fold increase in porosity and a 3-fold increase in absorption relative to 460.
[037] Table IV presents a series of formulations that incorporate a mixture of
pozzolans. The pozzolan/cement ratio ranges between 0.16 and 2.25. Mixes 211 , 225 and 231 have the pozzolans metakaolin and silica flour fixed at 2.0 wt% each, with the cement content being 25.0, 20.0 and 15.0, respectively. In this series the density decreases while the porosity and absorption increase. The water to cement ratio,
[W/Cm], also increased in this series and is probably responsible for the deterioration of the material properties. Comparing mixes 231 and 190 illustrate this point. The mixes have nearly identical compositions but very different [W/C]. The 28-day strength, porosity and absorption are dramatically improved.
Table IV
A series of formulations that incorporate a mixture of pozzolans. [P/Cm] ranges between 0.16 and 2.25. The compositions are given in wt. %.
Figure imgf000016_0001
Density
2.346 2.323 2.326 2.384 2.342 2.376 [g/cm3]
Porosity
3.9 4.4 5.0 1.7 1.5 1.1 [%]
Absorption
1.67 1.91 2.16 0.69 0.65 0.46 [%]
Table IV (con't)
Figure imgf000017_0001
fc"a [Mpa] 40.4 50.3 46.3 46.7 70.3 74.1 77.0
Density [g/cm3] 2.291 2.300 2.353 2.330 2.360 2.354 2.270
Porosity [%] 3.4 1.0 1 .2 0.6 0.5 0.4 1.4
Absorption [%] 1.51 0.45 0.53 0.27 0.33 0.28 0.62
[038] Mixes 342, 455 and 460 illustrate the role of the glass pozzolan. There is an increased water demand as 12 Mesh glass is replaced by 100 Mesh glass pozzolan, but the resulting 28-day compressive strength is greatly enhanced. The porosity and absorption, which are already excellent, are also improved.
[039] Table V below examines mixes with low cement content and with very high
[P/Cm], and particularly for a series of formulations that incorporate a mixture of pozzolans, with the [P/Cm] range being between 1 .85 and 3.45. The compositions are given in wt. %. The HRWR is given as weight percent solids content.
Table V
Figure imgf000018_0001
Content
fc7 [Mpa] 32.8 22.5 33.6 23.2 23.3 25.4 33.2 fc28 [Mpa] 77.0 50.8 54.3 70.3 51 .0 51 .3 74.1
Table V icon't)
Mix Number 467 468 469 471 472 473 474
White cement 5 5 10 5 7.5 10 10
Metakaolin 1 1 1 1 1 1 1
Wollastonite 1 .25 1.875 2.5 1.25 1 .875 2.5 2.5
Silica Flour 2.5 3.75 5
Silica Fume
GGBFS 5 7.5 10 5 1 1 .25 15 12.5
Glass Pozzolan 7.5 5 2.5 5 5 2.5 2.5
12" / 100+ Mesh 12.5 12.5 12.5 12.5 12.5 12.5 12.5
5/8 minus
65.25 60.875 56.5 70.25 60.875 56.5 59 Aggregate
HRWR .1 1 .15 .20 .1 1 .15 .22 .20
[W/C+P] .249 .238 .4 .334 .227 .231 .261
[P/Cm] 3.45 2.55 2.1 2.45 2.55 2.1 1 .85
Recycled
91 .25 86.88 82.5 93.75 90.63 87.5 87.5 Content
fc7 [Mpa] 28.7 30.0 38.0 23.9 28.6 21 .4 23.3 fc28 [Mpa] 51 .8 48.8 68.6 46.7 49.6 62.5 63.6
[040] Table V illustrates that mixes with very high P/Cm can be formulated with high recycled content. The preliminary results indicate high strength concretes can be formulated with 5-10 wt.% white cement, if the P/Cm is kept sufficiently high. These mixes are highly thixotropic and are characterized by no bleeding and low apparent porosity. These mixes have recycled content between 82.7-93.75 weight percent. [041] FIGS. 1-4 show the compressive strength, bulk density, porosity, hydraulic absorption and cement efficiency for a series of mixes wherein the following proportions are kept. The pozzolan-cement ratio, [P/Cm] was kept equal to unity. The 12 Mesh glass was kept equal to 25.0 wt.%. The pozzolans were a mix of metakaolin (MK), wollastonite (WO), silica fume(SF) and micro-silica flour (MS), kept at the following fixed ratio: MK:WO:SF:MS=0.2:0.267:0.267:0.267.
[042] Example 2. A 740 lb batch was prepared by pre-mixing for 15 minutes 94 lbs type I white Portland cement, 13 lbs metakaolin, 13 lbs NYAD-G wollastonite, 13 lbs metakaolin, 13 lbs fly ash, 23 lbs 120 mesh plate glass, 30 lbs 100 mesh plate glass, and 94 lbs 12 mesh plate glass. This was added to a solution consisting of 46 lbs of H2O, 7.5 lbs of Acryl-60, 6.6 lbs of Adva-100. After 15 minutes of mixing 448 lbs, of 5'8" minus recycled glass aggregate was added and mixed to a uniform consistency. 19 lbs of Cembinder-8 was slowly added and the mixing continued for 10 minutes. The mixture was placed into a 9' x 5' x 3cm pan mold and vibrated for 15 minutes. The mix was highly thixotropic, with bubbles rising easily from the mix during vibration. Test samples measuring 2" diameter by 6 " length, and 2" x 2" x 8" were also made. The molds were left to air cure for 24 hours after which they were mist cured for 3 days and steamed cured for 15 hours. The panels were ground and polished on one face to 3500 grit finish exposing the glass aggregate. The test samples followed the same cure cycle, and were used for the compressive strength, tensile strength, density, hydraulic absorption and porosity measurements.
[043] Example 3. A 740 lb batch was prepared by pre-mixing for 15 minutes 94 lbs type I white Portland cement, 15 lbs metakaolin, 15 lbs NYAD-G wollastonite, 15 lbs metakaolin, 15 lbs fly ash, 37 lbs 300 mesh plate glass, 22 lbs 120 mesh plate glass, 15 lbs 100 mesh plate glass, and 1 1 1 lbs 12 mesh plate glass. This was added to a solution consisting of 25.0 lbs of H2O, 22.2 lbs of Acryl-60, 6.9 lbs of Adva-100 and 3.7 lbs Orisil-200. After 15 minutes of mixing 410 lbs, of 5'8" minus recycled glass aggregate was added and mixed to a uniform consistency. The mixture was placed into a 9' x 5' x 3cm pan mold and vibrated for 15 minutes. The mix was highly thixotropic, with bubbles rising easily from the mix during vibration. Test samples measuring 2" diameter by 6 " length, and 2" x 2" x 8" were also made. The molds were left to air cure for 24 hours after which they were mist cured for 3 days and steamed cured for 15 hours. The panels were ground and polished on one face to 3500 grit finish exposing the glass aggregate. The test samples followed the same cure cycle, and were used for the compressive strength, tensile strength, density, hydraulic absorption and porosity measurements.
[044] Table VI gives compositions for a series of mixes using Cembinder-8 and Orisil- 200 as the micro silica source.
Table VI
A series of formulations that incorporate a mixture of pozzolans and latex. The compositions are given in wt. %.
The strength is measured after 4 days of cure, which
corresponds to the panel production
cure cycle.
Example No. 2
Mix No. 801 802 803 804 805 806 807 808
White cement 12.7 12.7 14.4 12.7 12.7 12.7 12.7 15.0
Metakaolin 1 .7 1.7 1.7 1 .7 1 .7 1.7 2
Wollastonite 2.5 2.5 2.5 1.7 2.5 2.5 1 .7 2
Fly Ash 1.7 1.7 1 .7 1.7 1 .7
Orisil 200
40° Be' Na2Si03
Acryl 60
0.5 0.5 0.5 1.0 1 .0 1.0 1 .0 1 .0 (Dry weight)
Cembinder 8
1.3 1.3 1 .3 0.7
(Dry weight)
300 Mesh
120 Mesh
100 Mesh 12.7 12.7 12.7 7 12.7 8.4 7.0 7.5
12 Mesh 8.4 8.4 8.4 18 8.4 12.7 18.0 17.5 5/8 minus
60.5 59.0 60.7 56.5 60.3 60.3 57.2 56.0 Aggregate
HRWR
(% Cm +MK 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 +WO + FA)
[W/C+P] 0.27 0.26 0.25 0.22 0.22 0.21 0.20 0.20
[P/Cm] 1 .47 1 .61 1.16 1 .08 1.54 1.20 1 .03 0.98
Recycled
81 .6 81 .8 81 .8 83.2 83.1 83.1 83.9 81.0 Content
fc4 [Mpa] 52.7 53.6 56.4 52.8 44.3 42.3 43.0 44.7
Table VI (con't)
Example No. 3
Mix No. 809 810 811 812 813 814 815
White cement 12.7 12.7 12.7 12.7 12.7 12.7 12.7
Metakaolin 1.7 1.7 2 2 2 2 2
Wollastonite 1.7 1.7 2 2 2 2 2
Fly Ash 2 2 2 2 2
Orisil 200 0.25 0.5 0.5 0.5 1 .00° Be' Na2Si03 0.5
Acryl 60
1.5 1.2 1 .0 1 .5 1.5 1.5 1 .5 (Dry weight)
Cembinder 8
(Dry weight)
300 Mesh 2.0 5.0
120 Mesh 3.0 3.0 3.0 3.0 3.0 3.0
100 Mesh 8.1 4.0 4.0 4.0 5.0 2.0 4.0
12 Mesh 16.9 18.0 18.0 18.0 15.0 15.0 18.0
5/8 minus
59.0 59.0 56.0 55.8 55.8 55.8 55.3 Aggregate HRWR
(% Cm +MK +WO 5.3 5.3 5.0 5.0 5.0 5.0 5.0 + FA)
[W/C+P] 0.20 0.19 0.19 0.18 0.18 0.17 0.19
[P/Cm] 1.02 0.90 1.12 1.18 1 .42 1.42 1 .46
Recycled
84.0 84.0 83.0 82.8 82.8 82.8 82.3 Content
fc4 [Mpa] 46.0 40.3 48.6 45.6 42.8 42.2 32.6
[045] Therefore, it can be seen that the present invention provides a composition for and method of producing a solid surface sheet-form building material with a high glass content that has excellent mechanical, thermal, and chemical properties, and that is particularly adapted to the use of a high recycled content. While the invention has been described in considerable detail in the foregoing description, it is not intended that the invention be limited to such detail, except as necessitated by the following claims.

Claims

WHAT I CLAIM IS:
1 . A cementitious composition for a sheet-form material having an exposed solid surface comprising cement, a pozzolan and an aggregate glass, wherein said pozzolan is present at about 5% to about 20% by weight, said cement is present at about 3% about 20% by weight, the pozzolan to cement ratio is from about 1 to about 4, and the aggregate glass is at least about 70% by weight of the composition, and wherein the size of the aggregate glass is about equal to or greater than 12 mesh glass aggregate.
2. The composition of claim 1 wherein said cement is present at about 5% to about 10% by weight.
3. The composition of claim 1 wherein the pozzolan comprised of at least one pozzolan selected from the group consisting of metakolin, wollastonite, micro-silica and finely ground glass powders.
4. The composition of claim 1 wherein the pozzolan is comprised of metakolin, wollastonite, micro-silica, and finely ground glass powders.
5. The composition of claim 3 wherein the pozzolan is comprised of at least one pozzolan selected from the group consisting of metakolin, wollastonite, micro silica and finely ground glass powder, and at least one pozzolan selected from the group consisting of fly ash, silica fume, and ground granulated blast furnace slag.
6. The composition of claim 1 wherein the pozzolan is comprised of at least three pozzolans selected from the group consisting of fly ash, silica fume, ground granulated blast furnace slag, metakolin, wollastonite, micro-silica, and finely ground glass powders.
7. composition of claim 1 wherein the pozzolan is comprised of finely ground glass powder selected from the group consisting of 100 mesh, 120 mesh, and 300 mesh glass powder.
8. The composition of claim 1 wherein the pozzolan is comprised of a mixture of 100 mesh, 120 mesh, and 300 mesh finely ground glass powder.
9. The composition of claim 1 wherein the aggregate glass is comprised of fine and coarse aggregate glass.
10. The composition of claim 9 wherein at least one of the fine and coarse aggregate glass is provided in the form of recycled glass.
1 1 . The composition of claim 9 wherein the size of the fine aggregate glass is less than a No. 4 screen (4.75 mm) glass aggregate.
12. The composition of claim 1 wherein said aggregate glass is provided in the form of recycled glass.
13. The composition of claim 1 wherein the pozzolan includes glass pozzolans, and wherein the glass pozzolans and the aggregate glass component combined are present at about 70% to about 90% by weight.
14. The composition of claim 13 wherein the glass pozzolans and aggregate glass are provided from recycled material.
15. The composition of claim 1 further comprising a silica-based filler , wherein the ratio of silica-based filler to cement is from about 0.25 to about 4.
16. The composition of claim 1 further comprising an acrylic present in an amount equal to or less than about 2% by dry weight.
17. The composition of claim 1 wherein the cement comprises ordinary Portland cement (OPC) selected from the group consisting of Type I OPC and Type III OPC.
18. A cementitious composition for a sheet-form material having an exposed solid surface comprising
cement,
a pozzollan comprising at least one pozzolan selected from the group consisting of metakolin, wollastonite, micro-silica and finely ground glass powders, said finely ground glass powders being made from recycled glass, and
aggregate glass comprised of recycled fine and coarse aggregate glass, the size of the fine aggregate glass being about or less than12 mesh glass aggregate, the cement being present at about 5% to about 10% by weight, and the pozzolan to cement ratio being greater than unity, and wherein the aggregate glass and finely ground glass powders constitute at least about 70% by weight of the composition.
19. A cementitious composition for a sheet-form material having an exposed solid surface comprising
ordinary Portland cement (OPC) selected from the group consisting of Type I OPC and Type III OPC,
a pozzollan comprising finely ground glass powders selected from the group consisting of 100 mesh, 120 meshA and 300 mesh glass powders, and at least other one pozzolan selected from the group consisting of metakolin, wollastonite, and micro-silica, and
an aggregate glass comprised of fine and coarse aggregate glass,
the OPC being present at about 3% to about 20% by weight, and the pozzolan to cement ratio being between about 1 to about 4, and wherein the aggregate glass and finely ground glass powder combined are at least about 70% by weight of the composition.
20. The composition of claim 18 wherein the finely ground glass powder and the aggregate glass are provided from recycled glass materials.
21 . The composition of claim 1 wherein the pozzolan is comprised of at least one pozzolan selected from the group consisting of metakolin, wollastonite, micro-silica and finely ground glass powders present in the following ranges:
metakolin - 0.5% to 10% by weight
wollastonite - 0.5% to 10% by weight
micro-silica - 0.25% to 5% by weight
finely ground glass powders - 5% to 20% by weight.
22. The composition of claim 1 wherein the pozzolan is comprised of at least one pozzolan selected from the group consisting of metakolin, wollastonite, micro-silica and finely ground glass powders present in the following ranges:
metakolin - 1.5% to 2.5% by weight
wollastonite - 1 .5% to 3.0% by weight
micro-silica - 0.25% to 5% by weight
finely ground glass powders - 5% to 20% by weight.
23. The composition of claim 1 wherein the pozzolan is comprised of metakolin, wollastonite, micro-silica, and finely ground glass powders present in the following ranges:
metakolin - 0.5% to 10% by weight
wollastonite - 0.5% to 10% by weight
micro-silica - 0.25% to 5% by weight
finely ground glass powders - 5% to 20% by weight.
24. The composition of claim 1 wherein the pozzolan is comprised of metakolin, wollastonite, micro-silica, and finely ground glass powders present in the following ranges:
metakolin - 1.5% to 2.5% by weight
wollastonite - 1 .5% to 3.0% by weight
micro-silica - 0.25% to 5% by weight
finely ground glass powders - 5% to 20% by weight.
25. The composition of claim 1 wherein the pozzolan is present at about 10% to about 5% by weight.
26. The composition of claim 1 wherein the aggregate glass is at least about 75% to about 90% by weight of the composition.
27. A cementitious composition for a sheet-form material having an exposed solid surface comprising by weight 3% to 20% cement, 5% to 20% pozzolans, and 75% to 90% aggregate glass, wherein the pozzolan to cement ratio is from about 1 to about 4, and wherein the size of the aggregate glass is about equal to or greater than 12 mesh glass aggregate, the pozzolans consisting of metakolin, wollastonite, micro-silica, and finely ground glass powders present in the following ranges:
metakolin - 1.5% to 2.5% by weight
wollastonite - 1 .5% to 3.0% by weight
micro-silica - 0.25% to 5% by weight
finely ground glass powders - 5% to 20% by weight.
28. A method of producing a sheet-form material having an exposed solid surface comprising pre-mixing cement with at least one pozzolan to provide a cement/pozzolan mixture with the pozzolan to cement ratio between about 1 and about 4,
adding to said cement/pozzolan mixture an aqueous solution comprised of water and a high range water reducer to produce a cement/pozzolan dough-like substance, adding and mixing a sufficient quantity of 12 mesh or larger glass aggregate to said cement/pozzolan dough-like substance to produce a moldable composition, wherein, after adding and mixing in the glass aggregate, the pozzolan is present in the composition at about 5% to about 20% by weight, the cement is present in the composition at about 3% to about 20% by weight, and the aggregate glass is by weight a relatively high percentage of the composition,
placing said moldable composition into a mold,
vibrating the mold, and
allowing the moldable composition to cure in the mold.
29. The method of claim 28 wherein, after adding and mixing in the glass aggregate, the cement is present in the moldable composition at about 5% to about 10% by weight.
30. The method of claim 28 wherein the pozzolan of the cement/pozzolan mixture is comprised of at least one pozzolan selected from the group consisting of metakaolin, wollastonite, micro-silica, and finely ground glass powders.
31 . The method of claim 28 wherein the pozzolan of the cement/pozzolan mixture is comprised of a mixture of metakaolin, wollastonite, micro-silica, and finely ground glass powders.
32. The method of claim 28 wherein the pozzolan is comprised of at least one pozzolan selected from the group consisting of metakolin, wollastonite, micro silica and finely ground glass powder, and at least one pozzolan selected from the group consisting of fly ash, silica fume, and ground granulated blast furnace slag.
33. The method of claim 28 wherein the pozzolan is comprised of at least three pozzolans selected from the group consisting of fly ash, silica fume, ground granulated blast furnace slag, metakolin, wollastonite, micro-silica, and finely ground glass powders.
34. The method of claim 28 wherein the pozzolan of the cement/pozzolan mixture is comprised of finely ground glass powder selected from the group consisting of 100 mesh, 120 mesh, and 300 mesh glass powder.
35. The method of claim 28 wherein the pozzolan is comprised of a mixture of 100 mesh, 120 mesh, and 300 mesh finely ground glass powder
36. The method of claim 28 wherein the aggregate glass comprises fine and coarse aggregate glass.
37. The method of claim 36 wherein at least one of the fine and coarse aggregate glass is provided in the form of recycled glass.
38. The method of claim 36 wherein the size of the fine aggregate glass is less than a No. 4 screen (4.75 mm) glass aggregate.
39 The method of claim 28 wherein all the aggregate glass is provided in the form of recycled glass.
40. The method of claim 28 wherein the pozzolans of the cement/pozzolan mixture include glass pozzolans, and wherein the glass pozzolans and the aggregate glass combined are present at about 70% to about 90% by weight.
41 . The method of claim 40 wherein the glass pozzolans and aggregate glass are provided in the form of recycled material.
42. The method of claim 28 further comprising adding a silica-based filler to the cement/pozzolan mixture, wherein the ratio of silica-based filler to cement is present at about 1 .0 to about 4.
43. The method of claim 28 further comprising adding a liquid acrylic in an amount equal to or less than about 2% by dry weight to the cement/pozzolan mixture.
44. The method of claim 28 wherein the cement of the cement/pozzolan mixture is comprised of ordinary Portland cement (OPC) selected the group consisting of Type I OPC and Type III OPC.
45. The method of claim 28 wherein the pozzolan of the cement/pozzolan mixture is comprised of at least one pozzolan selected from the group consisting of metakolin, wollastonite, micro-silica, and finely ground glass powders, and wherein, after adding and mixing in the glass aggregate, said at least one pozzolan is present in the following ranges:
metakolin - 0.5% to 10% by weight
wollastonite - 0.5% to 10% by weight
micro-silica - 0.25% to 5% by weight
finely ground glass powders - 5% to 20% by weight.
46. The method of claim 28 wherein the pozzolan of the cement/pozzolan mixture is comprised of at least one pozzolan selected from the group consisting of metakolin, wollastonite, micro-silica and finely ground glass powders, and wherein, after adding and mixing in the glass aggregate, said at least one pozzolan is present in the following ranges: metakolin - 1.5% to 2.5% by weight
wollastonite - 1 .5% to 3.0% by weight
micro-silica - 0.25% to 5% by weight
finely ground glass powders - 5% to 20% by weight.
47. The method of claim 28 wherein the pozzolan of said cement/pozzolan mixture is comprised of metakolin, wollastonite, micro-silica, and finely ground glass powders, and wherein, after adding and mixing in the glass aggregate, said pozzolans are present in the following ranges:
metakolin - 0.5% to 10% by weight
wollastonite - 0.5% to 10% by weight
micro-silica - 0.25% to 5% by weight
finely ground glass powders - 5% to 20% by weight.
48. The method of claim 28 wherein the pozzolan of said cement/pozzolan mixture is comprised of metakolin, wollastonite, micro-silica, and finely ground glass powders, and wherein, after adding and mixing in the glass aggregate, said pozzolans are present in the following ranges:
metakolin - 1.5% to 2.5% by weight
wollastonite - 1 .5% to 3.0% by weight
micro-silica - 0.25% to 5% by weight
finely ground glass powders - 5% to 20% by weight.
49. The method of claim 28 wherein, after adding and mixing in the glass aggregate, the pozzolan is present at about 5% to about 10% by weight.
PCT/US2010/043145 2010-07-23 2010-07-23 Cementitious composition incorporating high levels of glass aggregate for producing solid surfaces WO2012011924A1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
PCT/US2010/043145 WO2012011924A1 (en) 2010-07-23 2010-07-23 Cementitious composition incorporating high levels of glass aggregate for producing solid surfaces
CA2806364A CA2806364A1 (en) 2010-07-23 2010-07-23 Cementitious composition incorporating high levels of glass aggregate for producing solid surfaces

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/US2010/043145 WO2012011924A1 (en) 2010-07-23 2010-07-23 Cementitious composition incorporating high levels of glass aggregate for producing solid surfaces

Publications (1)

Publication Number Publication Date
WO2012011924A1 true WO2012011924A1 (en) 2012-01-26

Family

ID=45497112

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/US2010/043145 WO2012011924A1 (en) 2010-07-23 2010-07-23 Cementitious composition incorporating high levels of glass aggregate for producing solid surfaces

Country Status (2)

Country Link
CA (1) CA2806364A1 (en)
WO (1) WO2012011924A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11479505B2 (en) 2020-05-22 2022-10-25 Magneco/Metrel, Inc. Chemical-resistant quartz-based casting composition
US11554988B2 (en) 2020-05-22 2023-01-17 Magneco/Metrel, Inc. Method of making chemical-resistant quartz-based concrete

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6296699B1 (en) * 1999-01-27 2001-10-02 Weihua Jin Inorganic binders employing waste glass
US20020053304A1 (en) * 1999-11-10 2002-05-09 Pelot James E. Concrete composition
US6500254B1 (en) * 2000-06-30 2002-12-31 Fmc Corporation Cements including lithium glass compositions
US20030041783A1 (en) * 2001-04-12 2003-03-06 Zstone Technologies, Llc Cementitious composition containing glass powder as a pozzolan
US20040162210A1 (en) * 2003-02-18 2004-08-19 Robert Dejaiffe Lightweight foamed glass aggregate
US20060292358A1 (en) * 2005-06-01 2006-12-28 National Gypsum Properties, Llc Water resistant low density cementitious panel
US20070027224A1 (en) * 2005-03-22 2007-02-01 Cowan David A Lightweight concrete compositions containing antimicrobial agents
US20080314295A1 (en) * 2005-03-22 2008-12-25 Nova Chemicals Inc. Lightweight concrete compositions

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6296699B1 (en) * 1999-01-27 2001-10-02 Weihua Jin Inorganic binders employing waste glass
US20020053304A1 (en) * 1999-11-10 2002-05-09 Pelot James E. Concrete composition
US6500254B1 (en) * 2000-06-30 2002-12-31 Fmc Corporation Cements including lithium glass compositions
US20030041783A1 (en) * 2001-04-12 2003-03-06 Zstone Technologies, Llc Cementitious composition containing glass powder as a pozzolan
US20040162210A1 (en) * 2003-02-18 2004-08-19 Robert Dejaiffe Lightweight foamed glass aggregate
US20070027224A1 (en) * 2005-03-22 2007-02-01 Cowan David A Lightweight concrete compositions containing antimicrobial agents
US20080314295A1 (en) * 2005-03-22 2008-12-25 Nova Chemicals Inc. Lightweight concrete compositions
US20060292358A1 (en) * 2005-06-01 2006-12-28 National Gypsum Properties, Llc Water resistant low density cementitious panel

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
RANSINCHUNG R. N. ET AL.: "Investigations on Pastes and Mortars of Ordinary Portland Cement Admixed with Wollastonite and Microsilica", JOURNAL OF MATERIALS IN CIVIL ENGINEERING, vol. 22, no. 4, 1 April 2010 (2010-04-01), pages 305 - 313 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11479505B2 (en) 2020-05-22 2022-10-25 Magneco/Metrel, Inc. Chemical-resistant quartz-based casting composition
US11554988B2 (en) 2020-05-22 2023-01-17 Magneco/Metrel, Inc. Method of making chemical-resistant quartz-based concrete

Also Published As

Publication number Publication date
CA2806364A1 (en) 2012-01-26

Similar Documents

Publication Publication Date Title
US8236230B2 (en) Method of producing a cementitious sheet-form material having a high level of glass aggregate and a solid surface
US10112870B2 (en) Self-desiccating, dimensionally-stable hydraulic cement compositions with enhanced workability
AU2002302913B2 (en) Low density calcium silicate hydrate strength accelerant additive for cementitious products
US6296699B1 (en) Inorganic binders employing waste glass
JP6096674B2 (en) Geopolymer composite for ultra-high performance concrete
CN101687703B (en) Lightweight cementitious compositions and building products and methods for making same
US20110271876A1 (en) Geopolymer compositions
AU2002302913A1 (en) Low density calcium silicate hydrate strength accelerant additive for cementitious products
CN104245621A (en) Print control device capable of generating image data using plurality of error matrices
JP2012516280A (en) Alkali active binder, alkali active mortar using the binder, concrete, concrete product and loess wet pavement
US11873262B2 (en) Inorganic binder system comprising blast furnace slag and solid alkali metal silicate
CN113631527B (en) Noise reduction mortar composition
KR101122038B1 (en) Ultra light aerated concrete composition and method of wall using the same
CN115108796B (en) Light plastering gypsum and preparation method thereof
AU2015292997A1 (en) Low water content plastic composition comprising hydraulic cement and method for manufacturing same
JP5041521B2 (en) High strength restoration material
JP2009084092A (en) Mortar-based restoring material
WO2012011924A1 (en) Cementitious composition incorporating high levels of glass aggregate for producing solid surfaces
CN113105203A (en) Preparation and use method of dry-mixed light gypsum-based self-leveling
CA2784424C (en) Self-consolidating concrete (scc) mixture having a compressive strength of at least 25 mpa at 28 days of age
US7402205B2 (en) Composition comprising water- and air-hardenable binders and its use notably to the preparation of a product having the aspect of a natural stone
CN108439897A (en) Big fibers content height is prepared using microballon and flows GRC materials and preparation method thereof
CN108298925A (en) Non-evaporating foster high-early-strength terrazzo prefabricated board mortar of one kind and preparation method thereof
WO2001079132A1 (en) High early strength cementitious compositions containing glass powder
WO2023138947A1 (en) Cementitious compositions having biomass ashes, especially bagasse ashes, and uses thereof

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 10855114

Country of ref document: EP

Kind code of ref document: A1

DPE1 Request for preliminary examination filed after expiration of 19th month from priority date (pct application filed from 20040101)
ENP Entry into the national phase

Ref document number: 2806364

Country of ref document: CA

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 10855114

Country of ref document: EP

Kind code of ref document: A1