(en)An reinforced cementitious material structure is provided that includes a cementitious material made from an industrial waste byproduct from a titanium metal production process or from a titanium dioxide production process. The byproduct is used as a partial cement replacement. In some embodiments, the reinforced cementitious material structure can comprise a metal reinforcing structure in contact with a hardened cementitious material. The hardened cementitious material can comprise cement and the industrial waste byproduct. The cement can be used to make concrete and other cementitious material products for structural and non-structural uses, with little or no corrosion or other deterioration of an embedded metal reinforcing structure.

1.ApplicationNumber: US-201213351781-A
1.PublishNumber: US-2012111234-A1
2.Date Publish: 20120510
3.Inventor: TRABZUNI FADI MOHAMED
KHAN MOHAMMAD IQBAL
ALMASRY WAHEED ATIYA
ALMUSALLAM TAREK H.
AL-SUGAYER YOUSEF SALEH

4.Inventor Harmonized: TRABZUNI FADI MOHAMED(SA)
KHAN MOHAMMAD IQBAL(SA)
ALMASRY WAHEED ATIYA(SA)
ALMUSALLAM TAREK H(SA)
AL-SUGAYER YOUSEF SALEH(SA)

5.Country: US
6.Claims:
(en)An reinforced cementitious material structure is provided that includes a cementitious material made from an industrial waste byproduct from a titanium metal production process or from a titanium dioxide production process. The byproduct is used as a partial cement replacement. In some embodiments, the reinforced cementitious material structure can comprise a metal reinforcing structure in contact with a hardened cementitious material. The hardened cementitious material can comprise cement and the industrial waste byproduct. The cement can be used to make concrete and other cementitious material products for structural and non-structural uses, with little or no corrosion or other deterioration of an embedded metal reinforcing structure.

7.Description:
(en)CROSS-REFERENCE TO RELATED APPLICATIONS
This application is a divisional of U.S. patent application Ser. No. 12/634,248, filed Dec. 9, 2009, which is incorporated herein in its entirety by reference.


FIELD
The present teachings relate to cement and concrete compositions.
BACKGROUND
The present state of the art in concrete research has demonstrated the benefits of utilizing byproduct industrial waste materials as partial cement replacements in cement mixtures for manufacturing concrete. The byproduct industrial waste material, also known as mineral admixtures, such as fly ash, slag, and silica fume, can be used as partial cement replacements to change the characteristics and increase the performance of concrete. The use of byproduct material conserves energy, and has additional environmental benefits because of the reduced production and use of cement which can be associated with high carbon dioxide emissions. Byproduct materials, such as fly ash, slag, and silica fume, however, are not always readily available in all areas of the world. These materials are often imported, which increases the cost of concrete production. Thus, a partial cement replacement that is cost-effective and provides the advantages of conventionally used byproduct industrial waste materials is desired for use in cement mixtures.
While cement mixtures containing partial cement replacements are desirable, it is important that the cement mixtures exhibit good resistance to ingression by chlorides and sulfates. Chlorides and sulfates can ingress or penetrate into concrete and can cause deterioration of concrete structures when present at high levels. Chloride penetration can cause corrosion of metal reinforcing structures in concrete. Sulfate penetration can cause the concrete to crack, expand, loosen, and weaken. Accordingly, cement mixtures are desired that have good sulfate and chloride ingression resistance.
Producing pigment grade titanium dioxide (TiO 2 ) involves chemical processes. Two processes for the manufacture of TiO 2 pigment are the sulphate process and the chloride process. In the sulphate process, titanium slag or ilmenite (FeTiO 3 ) is digested with strong sulphuric acid to solubilize titanium that is later hydrolyzed and precipitated to form TiO 2 . In the chloride process, rutile (crystalline polymorphic TiO 2 ) or high purity ilmenite is chlorinated to form gaseous titanium tetrachloride (TiCl 4 ), which is purified and oxidized to form TiO 2 . Both processes generate large amounts of industrial waste byproducts that must be stored and disposed of properly, involving significant costs and energy use. A need exists for an economical and environmentally friendly technique for putting such byproducts to good use.
Furthermore, a need exists for economical and environmentally friendly cement filler replacements and methods of making concrete compositions that are resistant to chloride ingression.
SUMMARY
Features and advantages of the present teachings will become apparent from the following description. This description, which includes drawings and examples of specific embodiments, provides a broad representation of the present teachings. Various changes and modifications to the teachings will become apparent to those skilled in the art from this description and by practice of the present teachings.
The present teachings relate to the use of an industrial waste material from a titanium (Ti) metal manufacturing process for use as a partial cement replacement, and compositions comprising cement and a byproduct of a Ti manufacturing process. The industrial waste material can comprise a byproduct of a titanium metal production process, a byproduct of TiO 2 produced via the chloride process, and/or a byproduct of TiO 2 produced via the sulphate process. According to various embodiments of the present teachings, a cementitious material or cement mixture is provided that can comprise cement and a byproduct of a titanium dioxide pigment production process. While it may be expected that concrete mixtures containing titanium byproducts, as described herein, would exhibit unacceptable chloride ingression, results of studies in accordance with the present teachings show that, to the contrary, the Ti byproduct concrete mixtures of the present teachings exhibit good chloride ingression resistance and can be used with metal reinforcing structures with minimal corrosion of the metal reinforcing structure over the expected lifetime of an article or structure formed therefrom.
Cement comprising such a Ti byproduct can be utilized, for example, in the production of concrete. In some embodiments, the result can be a lower cost of concrete production. In particular, the Ti byproduct can be utilized in place of, or in addition to, cement or other cement replacement products, such as fly ash, furnace slag, or silica fume. The Ti byproduct can comprise an industrial waste previously having no practical utility, for example, a waste byproduct that previously has been stored or disposed of. Utilizing the Ti byproduct in cement compositions, for example, in concrete compositions, can help to eliminate the cost of the composition, and can help to reduce the environmental impact associated with storing and disposing such a byproduct.
According to various embodiments of the present teachings, the Ti byproduct used can be a relatively soft material, or at least softer than other materials which have heretofore been used in making cement. In some embodiments, a more efficient method results because cheaper grinders can be used to process the Ti byproduct, relative to grinders needed to process conventional cement or concrete filler materials.
The present teachings further relate to the use of cementitious material, for example, concrete, that includes Ti industrial waste byproduct as a partial cement replacement. According to one or more embodiments, a concrete mixture can comprise a cementitious material, aggregate, and water, wherein the cementitious material comprises a byproduct of a titanium metal or a titanium dioxide pigment production process. In some embodiments, the present teachings provide a reinforced cementitious material structure formed from such a mixture. The reinforced cementitious material structure can comprise a metal reinforcing structure in contact with the cementitious material. The metal reinforcing structure can comprise any material desired, for example, steel, an iron alloy, iron, copper, another type of metal, or a combination thereof. During manufacture, the metal reinforcing structure can be in contact with wet cementitious material. After curing, the metal reinforcing structure is in contact with hardened cementitious material.
Concrete compositions according to the present teachings can be used in a variety of products, for example, products comprising structural and non-structural elements. Utilizing Ti byproduct in concrete can result in lower material costs compared to, for example, the costs involved with using pozzolanic materials such as fly ash, and can also minimize or eliminate costs associated with industrial waste storage. The use of Ti byproduct materials reduces the amount of cement material needed and therefore conserves energy and causes less carbon dioxide emission when compared to the production of cement mixtures produced without using such byproduct materials.
According to various embodiments, the cementitious material containing Ti byproduct can be unexpectedly resistant to the ingress of chloride ions, sulfate ions, or other deleterious substances that can cause damage to concrete structures.
The present teachings also relate to methods of producing metal reinforced structures from concrete that comprises a Ti industrial byproduct as a partial cement replacement. According to various embodiments, a method of producing such a reinforced structure is provided wherein a concrete mixture is used that includes a byproduct of a titanium metal or titanium dioxide pigment production process. The method comprises mixing a cementitious material with an aggregate and water. In some embodiments, the byproduct can be combined with aggregate and/or water before contacting or mixing with the cementitious material. In some embodiments, a wet mixture comprising cement, the Ti byproduct, and water, is provided, then contacted with a metal reinforcing structure and cured, to form a hardened article.
The present teachings further relate to a metal reinforced hardened concrete product that includes Ti industrial byproduct as a partial cement replacement. According to one or more embodiments, a hardened concrete product can comprise a cementitious material, aggregate, water, and a byproduct of a titanium metal or titanium dioxide pigment production process. The hardened concrete product can comprise, for example, a brick, a block, a tile, or a combination thereof.



BRIEF DESCRIPTION OF THE DRAWINGS
The accompanying drawings, which are incorporated into and constitute a part of the specification, illustrate specific embodiments of the invention, and taken in conjunction with the detailed description of the specific embodiments, serve to explain the principles of the invention.
FIG. 1 is a bar graph showing compressive strength development over time of various embodiments of concrete mixtures, compared to a control mixture of identical composition but containing 0% Ti byproduct.
FIG. 2 is a graph showing the variation of compressive strength versus age of various embodiments of concrete mixtures according to the present teachings, and a comparison to a control mixture containing 0% Ti byproduct.
FIG. 3 is a bar graph showing the compressive strength of various embodiments of concrete mixtures compared to a threshold 35 MPa compressive strength as used in construction practice.
FIG. 4 is a bar graph showing the volume of chloride content in three Ti byproduct-containing cementitious mixtures and a comparison to a control cement mixture containing 0% Ti byproduct.
FIG. 5 is a graph showing the variation of chloride content in three Ti byproduct-containing cementitious mixtures and a comparison to a control cement mixture containing 0% Ti byproduct.



DETAILED DESCRIPTION
The following detailed description serves to explain the principles of the present teachings. The present teachings can be modified or expressed in alternative forms and are not limited to the particular forms disclosed herein. The present teachings cover modifications, equivalents, and alternatives.
According to various embodiments, a reinforced cementitious material structure is provided that comprises a metal reinforcing structure in contact with a hardened cementitious material. The cementitious material can comprise cement and a byproduct of a titanium metal production process, a titanium dioxide production process, or of both processes. The byproduct can be present in the cementitious material in an amount of at least about five percent by weight based on the total weight of the cementitious material. In some embodiments, the byproduct is present in the cementitious material in an amount of from about 5 percent by weight to about 50 percent by weight, or from about 10 percent by weight to about 30 percent by weight, based on the total weight of the cementitious material.
The byproduct can comprise, for example, a powder having an average specific surface, as per ASTM C204, of from about 3000 cm 2 /g to about 6000 cm 2 /g, from about 3500 cm 2 /g to about 5000 cm 2 /g, or from about 4000 cm 2 /g to about 4500 cm 2 /g. In some embodiments, the byproduct comprises a powder having an average specific gravity of from about 2.0 to about 2.5 or from about 2.2 to about 2.4. The byproduct can comprise SiO 2 , Al 2 O 3 , Fe 2 O 3 , CaO, MgO, SO 3 , MnO, or a mixture thereof.
According to various embodiments, the reinforced cementitious material structure can comprise a cementitious material including a byproduct that has been produced via a chloride process for making titanium dioxide. In some embodiments, the cement can comprise Portland cement. In some embodiments the cementitious material can comprise a concrete mixture, and the cement can be present in an amount of from about 5 percent by weight to about 40 percent by weight, or from about 10 percent by weight to about 20 percent by weight, based on the total weight of the concrete mixture.
The reinforced cementitious material structure of the present teachings can comprise a metal reinforcing structure that comprises at least one of steel, iron, copper, or an alloy thereof. In some embodiments, the metal reinforcing structure can comprise a reinforcing bar.
According to various embodiments, the cementitious material used exhibits a chloride content of 1.17% or less, based on the total weight of the cementitious material, for example, at a depth of from 35 mm to 45 mm. In some embodiments, the cementitious material exhibits a chloride content of 1.22% or less, based on the total weight of the cementitious material, at a depth of from 25 mm to 35 mm. In some embodiments, the cementitious material exhibits a chloride content of 1.42% or less, based on the total weight of the cementitious material, at a depth of from 15 mm to 25 mm. In some embodiments, the cementitious material exhibits a chloride content of 1.81% or less, based on the total weight of the cementitious material, at a depth of from 5 mm to 15 mm.
Also provided by the present teachings is a method of producing a reinforced cementitious material structure. The method comprises mixing together a byproduct of at least one of a titanium metal and a titanium dioxide production process, with cement and water, to form a cementitious material. The cementitious material can then be contacted with a metal reinforcing structure or formed in the presence of a metal reinforcing structure. The method further comprises hardening the cementitious material, while in contact with the metal reinforcing structure, to form a reinforced cementitious material structure. In some embodiments, the method can comprise grinding the byproduct prior to the mixing, sifting the byproduct prior to mixing, or both.
According to such methods, the cementitious material can further comprise an aggregate, and the byproduct can be present in an amount of from about 5 percent by weight to about 50 percent by weight, for example, in an amount of from about 10 percent by weight to about 30 percent by weight, based on the total weight of the cementitious material. The cementitious material exhibits a chloride content of 1.17% or less, based on the total weight of the cementitious material, at a depth of from 35 mm to 45 mm, and in some embodiments, the cementitious material exhibits a chloride content of 1.81% or less, based on the total weight of the cementitious material, at a depth of from 5 mm to 15 mm.
According to various embodiments, a reinforced cementitious material structure that exhibits good resistance to the ingress of chloride ions and/or sulfate ions can be formed from a concrete mixture and a metal reinforcing structure. The metal reinforcing structure can be in contact with the concrete mixture and the concrete mixture can comprise a cementitious material, an aggregate, and water.
As used herein, the phrase “good resistance to the ingress of chloride and/or sulfate,” means resistance to ingress of levels of chloride and/or sulfate, which would cause damage to the reinforced cementitious material structure. According to some embodiments, “good resistance to the ingress of chloride and/or sulfate,” can mean resistance to levels of chloride exceeding 1.9% by weight of the cementitious material, at a depth of 10 mm. According to some embodiments, “good resistance to the ingress of chloride and/or sulfate,” can mean resistance to levels of chloride exceeding 2.0% by weight of the cementitious material, at a depth of 10 mm. According to some embodiments “good resistance to the ingress of chloride and/or sulfate,” can mean resistance to levels of chloride exceeding 2.5% by weight of the cementitious material, at a depth of 10 mm.
According to various embodiments, a cementitious material can comprise cement and a byproduct resulting from the production of titanium metal (Ti), titanium dioxide (TiO 2 ) (for example, TiO 2 pigment), or a combination thereof. The Ti byproduct can comprise a TiO 2 byproduct produced, for example, via the chloride process of pigment production, and which is typically classified as an industrial solid waste product having no utility or practical value. Other methods of Ti and TiO 2 production can also result in the production of byproduct that can be used according to the present teachings, for example, the method known as the sulfate process. In an exemplary embodiment, a process that was used by the National Titanium Dioxide Company, Ltd. (Yanbu Al-Sinaiyah, Saudi Arabia) produced a Ti byproduct during a production run of titanium dioxide pigment via the chloride process. Chemical analysis results of the exemplary Ti byproduct are shown in Table 1.





TABLE 1



Chemical analysis of exemplary Ti byproduct






Component
Percent









SiO 2
3.10


Al 2 O 3
1.83


Fe 2 O 3
19.80


CaO
29.92


MgO
3.62


SO 3
5.16


MnO
3.41


Inert Materials
33.16
































The inert materials of the byproduct analyzed in Table 1 can comprise compounds that do not have a significant effect on the properties of the concrete. In some embodiments, although the percentages by weight can vary, the Ti byproduct can comprise one or more of SiO 2 , Al 2 O 3 , Fe 2 O 3 , CaO, MgO, SO 3 , MnO, and any combination thereof.
In some embodiments, the Ti byproduct can comprise a solid powder that can be produced in pelleted form for handling, transportation, and/or storage purposes. The Ti byproduct pellets can be powdered using a suitable grinder. The Ti byproduct can be a “soft” material such that the grinder that can be used can be cheaper than grinders used to grind harder materials used in making cement. The “soft” nature of the material also enables the grinder to have a prolonged lifetime. According to various embodiments, the Ti byproduct can be powdered to have desired physical properties such as grain size, fineness, and specific gravity. For example, an exemplary Ti byproduct that can be used can have the physical properties reported in Table 2.





TABLE 2



Physical properties of exemplary Ti byproduct






Property
Value









Fineness-Blaine (cm 2 /g)
4232


Specific gravity
2.32


Color
Grey


Shape
Angular pellet form




























As shown in Table 2, the fineness of the Ti byproduct powder can be determined, for example, using a Blaine's air permeability apparatus, as per test ASTM C204, and expressed in terms of the specific surface, such as total surface area in square centimeters per gram of powder (cm 2 /g). According to various embodiments, the Ti byproduct powder can have an average specific surface, as per test ASTM C204, of from about 2000 cm 2 /g to about 6000 cm 2 /g, of from about 3000 cm 2 /g to about 5000 cm 2 /g, of from about 4000 cm 2 /g to about 4500 cm 2 /g, or of about 4200 cm 2 /g. According to various embodiments, the Ti byproduct powder can have an average specific gravity of from about 1.5 to about 3, of from about 2 to about 2.5, of from about 2.2 to about 2.4, or of about 2.3.
The Ti byproduct can be utilized in the cementitious material in any desired amount or range of amounts. According to various embodiments, the cementitious material can comprise Ti byproduct present in a range of from about one percent to more than sixty percent by weight based on the total weight of the cementitious material. In various embodiments, the cementitious material can comprise at least five percent, at least 10 percent, at least 15 percent, at least 20 percent, at least 25 percent, at least 30 percent, at least 40 percent, at least 50 percent, or more than 50 percent, by weight, Ti byproduct based on the total weight of the cementitious material.
The cementitious material can further comprise one or more additional materials. According to various embodiments, the additional materials can comprise, for example, a mineral admixture such as fly ash, slag, and/or silica fume. The additional materials can be provided as a partial cement replacement, or to change the performance and/or characteristics of the cement. The additional material can comprise, for example, an inorganic additive, an organic additive, or a combination thereof.
According to one or more embodiments, the cement can comprise any type of cement, for example, any type of Portland cement (for example, Type I, Type II, Type III, Type IV, or Type V, as recognized by test ASTM C150), any type of hydraulic cement (for example, Type GU, Type HE, Type MS, Type HS, Type MH, or Type LH, as recognized by test ASTM C1157), any type of blended cement (for example, Type IS or Type IP, as recognized by test ASTM 595), or a combination thereof. A typical Portland cement that can be used can comprise, for example, tricalcium silicate (Ca 3 SiO 5 ) (45-75%); calcium oxide (CaO) (61-67%); dicalcium silicate (Ca 2 SiO 4 ) (7-32%); silicon oxide (SiO 2 ) (19-23%); tricalcium aluminate (Ca 3 Al 2 O 6 ) (0-13%); aluminum oxide (Al 2 O 3 ) (2.5-6%); tetracalcium alumino ferrite (Ca 4 Al 2 Fe 2 O 10 ) (0-18%); ferric oxide (Fe 2 O 3 ) (0-6%); and gypsum (CaSO 4 .2H 2 O) (2-10%).
According to various embodiments, a concrete mixture is provided that comprises a cementitious material, aggregate, and water, wherein the cementitious material comprises a Ti byproduct comprising a byproduct of a titanium dioxide pigment production process. The byproduct can comprise, for example, the Ti byproduct described above and analyzed in Table 1, which was produced during the manufacture of titanium dioxide via the chloride production process.
The concrete mixture can comprise any desirable amount of cementitious material. According to various embodiments, the concrete mix can comprise from about 1 percent to about 50 percent, from about 5 percent to about 30 percent, from about 10 percent to about 20 percent, or about 15 percent, by weight, of the cementitious material based on the total weight of the concrete mixture. The cementitious material can comprise a Ti byproduct in a range, for example, of from about one percent to more than fifty percent by weight based on the weight of the cementitious material. The cementitious material can comprise at least five percent, at least 10 percent, at least 15 percent, at least 20 percent, at least 25 percent, at least 30 percent, at least 40 percent, at least 50 percent, or more than 50 percent Ti byproduct, by weight, based on the total weight of the cementitious material.
If a concrete mixture is provided, the concrete mixture can comprise any desirable amount of aggregate, and the aggregate can comprise any desirable amount of coarse aggregate, fine aggregate, or any combination thereof. The total aggregate can comprise from about 50 percent to about 90 percent, from about 60 percent to about 85 percent, from about 70 percent to about 80 percent, or about 77 percent, by weight, based on the total weight of the concrete mixture.
If a coarse aggregate is used, it can comprise, for example, gravel or stone, and can exhibit, for example, an average diameter of from about 5 mm to about 40 mm. The coarse aggregate can comprise one or more different sizes, for example, a mixture of gravel of about 10 mm and gravel of about 20 mm, average diameters. Any desirable amount and ratio of coarse aggregate can be utilized. In some embodiments, for example, the coarse aggregate can comprise about 80 percent 20 mm gravel, and about 20 percent 10 mm gravel, by weight, based on the total weight of coarse aggregate in the concrete mixture.
If a fine aggregate is used, it can comprise, for example, crushed stone, crushed sand, washed sand, silica sand, or any combination thereof. Any desirable amount and ratio of fine aggregate can be utilized. In some embodiments, for example, a fine aggregate can be used that can comprise about 60 percent silica sand and about 40 percent crushed sand, by weight, based on the total weight of fine aggregate in the concrete mixture.
The total aggregate can comprise any desirable amount and ratio of coarse aggregate and fine aggregate. In some embodiments, the coarse aggregate can comprise, for example, from about 0 percent to about 100 percent, from about 40 percent to about 80 percent, from about 50 percent to about 70 percent, or about 60 percent, by weight, based on the total weight of all aggregate in the concrete mixture. In some embodiments, the coarse aggregate can comprise from about 40% to about 50%, or about 44%, by weight, based on the total weight of the concrete mixture. In some embodiments, the fine aggregate can comprise, for example, 0 percent to about 100 percent, from about 20 percent to about 60 percent, from about 30 percent to about 50 percent, or about 40 percent, by weight, based on the total weight of all aggregate in the concrete mixture. In some embodiments, the fine aggregate can comprise from about 25% to about 40%, or about 33%, by weight, based on the total weight of the concrete mixture. According to various embodiments, the total weight of fine aggregate can comprise about 60 percent by weight silica sand and about 40 percent by weight crushed sand, the total weight of coarse aggregate can comprise about 80 percent by weight 20 mm gravel and about 20 percent by weight 10 mm gravel, and the concrete mixture can meet ASTM C33 grading limits.
With respect to ratios of aggregate to cement, in some embodiments the ratio of total aggregate to cement can be from about 1 to about 10, from about 4 to about 6, from about 5 to about 5.5, or about 5.23 (i.e., 5.23:1). In some embodiments, the ratio of coarse aggregate to cement can be from about 1 to about 5, from about 2 to about 4, or about 3.00 (i.e., 3.00:1). In some embodiments, the ratio of fine aggregate to cement can be from about 1 to about 4, from about 2 to about 2.5, or about 2.23 (i.e., 2.23:1).
Coarse and fine aggregates can be obtained, for example, from a ready mix company. The physical properties of exemplary coarse and fine aggregates are presented in Table 3. The properties reported in Table 3 were measured in accordance with test ASTM C127 and test ASTM C128.





TABLE 3



Physical properties of aggregates








Bulk specific gravity










Dry-rodded
Apparent

Saturated
Absorption,


Unit Weight
specific
Oven
surface
% by

Material
kg/m 3
gravity
dry
dry
weight



Wash sand
1644
2.66
2.54
2.59
1.76

Silica sand
1774
2.67
2.66
2.66
0.24

10 mm agg.
1592
2.68
2.61
2.63
1.03

20 mm agg.
1566
2.67
2.58
2.61
1.17






























The concrete mixture can comprise any desirable amount of water. The water can comprise, for example, from about 2 percent to about 20 percent, from about 4 percent to about 15 percent, from about 6 percent to about 10 percent, or about 8 percent, by weight, based on the total weight of the wet, non-dried, concrete mixture.
In some embodiments, the ratio of water to cement or water to cementitious material can be from about 0.4 to about 0.7, from about 0.5 to 0.6, or about 0.55 (i.e., 0.55:1).
According to various embodiments, concrete can be produced that includes a Ti byproduct and used with a metal reinforcing structure to form an article of manufacture. The method can comprise mixing a Ti byproduct comprising a byproduct of a titanium dioxide pigment production process, with cement, to produce a cementitious material, mixing the cementitious material with an aggregate and water, and contacting the resulting mixture with a metal reinforcing structure. The mixing steps can be performed in a drum mixer, for example, in accordance with the method described in ASTM C192. The Ti byproduct, cement, aggregate, and water can be mixed together in any desired order, for example, the Ti can be premixed with the cement prior to mixing with the aggregate and the water. Raw Ti byproduct often exists in pellet form, thus, the method can comprise subjecting the Ti byproduct to a grinding step, prior to mixing with the cement and/or one or more other components of the mixture.
The method can further include a hardening step. According to various embodiments, the method can further comprise inducing a hardening reaction of the concrete mixture while in contact with a metal reinforcing structure, and recovering a hardened article. The concrete mixture can be shaped into any desired shape or article prior to, or during, the hardening reaction. In one or more embodiments, the hardened product can have a compressive strength, as per test ASTM C618, in a range of from about 30 megapascals (MPa) to about 40 MPa, when measured 28 days after inducing a hardening reaction.
According to various embodiments, a hardened concrete product is provided that can comprise a metal reinforcing structure and a concrete mixture that comprises a Ti byproduct. A hardened concrete product can comprise a cementitious material, an aggregate, water, and a Ti byproduct comprising a byproduct of a titanium dioxide production process. In various embodiments, the hardened concrete product can have a compressive strength, as per test ASTM C618, of from about 30 MPa to about 40 MPa, when measured after 28 days. The hardened concrete product can be useful for structural or non-structural uses. The intended use can depend on the strength properties, and can further depend on the amount of Ti byproduct in the hardened product. The hardened concrete product can be used, for example, as a building foundation, a building wall, a building floor, a bridge support, a retaining wall, an underwater support structure, and the like.
Example 1
Mix Proportions
A concrete mixture was prepared for investigation. The composition of the concrete mixture is summarized in Table 4 below.





TABLE 4



Mix proportions of components of concrete






Materials
Quantities, kg/m 3









Total Cementitious Material
350


20 mm aggregate
840


10 mm aggregate
210


Washed sand
310


Silica sand
470


Free water
192.5






























As can be seen, the ratio of water to total cementitious material is 0.55.
Properties of Aggregates
Fine and coarse aggregates were obtained from a local ready mix company. The physical properties of the fine and coarse aggregates used were determined in accordance with tests ASTM C127 and ASTM C128, and are presented in Table 3 above. In order to meet the ASTM C33 grading limits, 60 percent by weight silica sand and 40 percent by weight crushed sand were used as fine aggregate, and 80 percent by weight 20 mm gravel and 20 percent by weight 10 mm gravel were used as coarse aggregate.
Preparation of Test Specimens
Mixing was conducted in a revolving drum mixer in accordance with protocol ASTM C192. In order to maintain the uniformity in mixing and proper dispersion, the Ti byproduct was pre-mixed with cement prior to mixing using the concrete mixer. Concrete cubes of 150 mm were cast in rigid plastic moulds for the compressive strength study. The molds were filled in two equal layers and each layer was compacted by external vibration. The molds were tapped by a rubber hammer for removal of any entrapped air and the surface was smoothed and leveled by a trowel. The specimens were covered with plastic covers to stop the evaporation and stored in a controlled laboratory environment (23° C., 30% RH) for the first 24 hours followed by demolding. Then, the specimens were cured in lime saturated water tanks at 22° C.±2° C. until the desired testing age.
Temperature of Mixing
In order to control the temperature at the time of mixing, mixing was conducted in a controlled laboratory environment. The temperature during the mixing was kept within the range of 20° C.±2° C. The concrete temperature was recorded for all mixes and was determined to be 24° C.±2° C.
Slump
The initial slump of all mixes was measured in accordance with protocol ASTM C143, and is reported in Table 5 below.
Setting Time
Setting of a cement paste or a concrete mixture as discussed herein refers to a change from a fluid state to a rigid state. During setting, the temperature of the concrete mixture changed. The initial set was accompanied by a rapid rise in temperature, and the final set corresponded to a temperature peak. The initial and final setting times for the concrete mixtures with and without Ti byproduct were measured. Setting times were measured in accordance with protocol ASTM C1202. The protocol was performed on the mortar fraction sieved from fresh concrete mixture through a standard ASTM #4 Sieve. During the standing time, the mortar specimens were covered to minimize water loss through evaporation. The results are shown in Table 5.





TABLE 5



Initial slump and setting times of concrete containing Ti byproduct






Initial
Setting Times (Hrs)







Slump
Initial
Final

Mixture
(mm)
Setting
Setting



Control mixture
90
4.20
6.25

(100% cement)




10% Ti byproduct
90
4.00
5.84

(90% cement + 10% Ti byproduct)




15% Ti byproduct
90
3.65
5.42

(85% cement + 15% Ti byproduct)




20% Ti byproduct
80
3.44
4.96

(80% cement + 20% Ti byproduct)




25% Ti byproduct
70
3.47
5.00

(75% cement + 25% Ti byproduct)




30% Ti byproduct
65
3.25
4.67

(70% cement + 30% Ti byproduct)





































The concrete mixtures containing 10% and 15% Ti byproduct and the control mixture showed similar initial slumps of 90 mm. Concrete mixtures containing 20%, 25%, and 30% Ti byproduct showed initial slumps of 80 mm, 70 mm, and 65 mm, respectively. It was concluded that the incorporation of Ti byproduct in amounts of up to 15% (by weight) has no effect on the slump, while concrete mixtures containing 20% or more Ti byproduct exhibited a reduced slump when compared to the control mixture.
The initial setting time of the concrete mixture containing 10% Ti byproduct, and that of the control mixture were similar. The concrete mixtures containing 15% Ti byproduct or more showed slightly lower setting time values. The concrete mixtures containing Ti byproduct had a reduced final setting time that decreased almost linearly with the increase in the amount of Ti byproduct incorporated. Concrete mixtures containing 20% to 30% Ti byproduct did not show much variation in final setting times.
Compressive Strength Development
Compressive strength development was measured according to test BS1881. Compressive strength was measured on concrete products containing 0%, 10%, 15%, 20%, and 25% Ti byproduct having the composition shown in Table 1 above, at 7, 28, 90, and 180 days. The results of strength development are presented in Table 6 and are shown in FIG. 1 .





TABLE 6



Compressive strength development of Ti product concrete





Compressive Strength (MPa)







Mixture
7-day
28-day
90-day
180-day



Control mixture
35.7
48.1
54.7
57.3

(100% cement)





10% Ti byproduct
28.2
37.7
44.4
45.3

(90% cement + 10% Ti byproduct)





15% Ti byproduct
27.4
35.6
42.8
48.0

(85% cement + 15% Ti byproduct)





20% Ti byproduct
25.1
34.2
40.4
42.7

(80% cement + 20% Ti byproduct)





25% Ti byproduct
22.3
33.0
37.6
40.2

(75% cement + 25% Ti byproduct)


































Compressive strength of concrete decreased with an increase in Ti byproduct replacement level. The compressive strength decrease in the mix containing 10% Ti byproduct was not significant compared to that of the mixture containing 15% Ti byproduct, at all ages investigated.
As shown in the graph in FIGS. 2 , at 28 and 90 days, the strength pattern remained similar to that at 7 days, however, the rate of gain increased. The rate of increase in compressive strength of Ti byproduct mixtures was similar to the control mixture at all ages investigated. All concrete mixtures containing Ti byproduct showed lower compressive strength than the control mixture, however, the compressive strength development of these Ti byproduct mixtures did not decrease drastically.
For the concrete containing the admixture, it was normal that strength development was delayed at early ages due to a delay in the hydration process. The hydration reaction was responsible for the development of strength. Due to the delayed hydration reaction, the strength development of concrete containing admixture emerged at later ages, as expected.
The results of compressive strength tests confirmed the utilization of Ti byproduct as partial cement replacement for the production of concrete. Based on the results obtained, it can be concluded that the mixtures containing Ti byproduct up to about 20% by weight, as a partial cement replacement, based on the total weight of the concrete mixture, can be recommended for normal strength concrete elements requiring a compressive strength of 35 MPa at 28 days.
In construction practice, the required compressive strength of normal concrete needed is about 30 MPa to 35 MPa at 28 days. The data represented in FIG. 3 shows the variation in compressive strength of various mixtures including many according to the present teachings. In FIG. 3 , a horizontal line is drawn at the 35 MPa value so that mixtures exhibiting compressive strengths above this line can be identified easily. It can be seen that the compressive strength of concrete mixtures containing 10%, 15%, and 20% Ti byproduct achieve at least 35 MPa at 28 days, while mixtures containing 25% Ti byproduct showed slightly lower strength than 35 MPa. Therefore, mixtures containing Ti byproduct up to 20% can be recommended for normal strength concrete elements.
The strength activity index test was conducted at the ages of 7 days and 28 days in accordance with ASTM C311 and ASTM C618 requirements. The ASTM requirement for strength index of cementitious/pozzolanic material is that mortar prepared in accordance with the ASTM procedure must have at least 75% (0.75) of the compressive strength of the control mixture at 7 days and at 28 days. In this investigation, mortar mixtures of control mixture (100% cement) and Ti byproduct mortar mix (80% cement: 20% Ti byproduct, by weight) were prepared in accordance with ASTM C311 specifications. The compressive strength results obtained at 7 days and at 28 days are presented in Table 7.





TABLE 7



Strength Activity Index in accordance with ASTM specifications





Compressive Strength (MPa)





Mixture
7-day
28-day



Control mixture
38.9
48.7

(100% cement)



Ti byproduct mixture
29.0
34.8

(80% cement + 20% Ti byproduct)




























As indicated in Table 7, the 7-day and 28-day compressive strengths of the 20% Ti byproduct mixture were about 75% and 72%, respectively, compared to that of the control mixture. These results demonstrate that the 7-day strength complies with the specification of test ASTM C618, whereas the 28-day strength value is slightly (3%) lower than that required by ASTM C618. This slight reduction, however, is not significant, and mixtures containing up to 20% Ti byproduct can be suitable for normal strength (35 MPa) concrete elements. The mixtures containing 25% and 30% Ti byproduct can also be useful for concrete products where compressive strength of such levels is not required.
Example 2
Chloride Ingress Resistance
One test that can be used to measure chloride content is BS1881. Other procedures for testing chloride ingression can also be used, such as the chloride ingression test discussed in detail below.
Chloride content was analyzed and measured in concrete mixtures containing 0%, 10%, 15%, and 20%, by weight, Ti byproduct based on the total weight of the concrete mixtures. The procedure that was adopted for determining the presence of chloride, including the titration method, is outlined below.
Sample Digestion




1. About 1 gram (±0.005 g) of powdered sample (passing No. 50 sieve) was accurately weighed in a 500 mL conical flask.
2. About 10 mL of hot de-ionized water was then added to the flask and mixed thoroughly.
3. About 1 mL of concentrated nitric acid was added to the flask and mixed.
4. About 40 mL of hot de-ionized water was added to the flask.
5. The solution was heated to boiling for about 1 minute and cooled.
6. The solution was filtered using a vacuum filtration apparatus and 0.5 μm filter paper.
7. The filtrate was stored in a clean bottle and the filtration flask was rinsed with make up de-ionized water sufficient to make up the volume of the stored filtrate to 100 mL.




Chloride Content Determination




1. About 2 mL of the filtrate was placed in a 50 mL volumetric flask and more de-ionized water was added to the filtrate.
2. About 5 mL of ferric ammonium sulfate solution and 5 mL of mercuric thio-cyanate solution were then added to the flask.
3. More de-ionized water was added and mixed into the resulting solution to raise the volume to the 50-mL mark on the volumetric flask.
4. Absorption of the sample was measured on a spectrophotometer at a wavelength of 460 nm against de-ionized water.
5. The chloride concentration value of the sample was determined by comparing the calibration curve from the sample with reference calibration curves for known chloride concentrations.




The volume of ingressed chloride for the concrete product containing 0% Ti byproduct (the control mixture), and for the concrete mixtures containing 10%, 15%, and 20%, by weight, Ti byproduct, are shown in FIG. 4 . The variations of chloride contents in the concrete mixtures containing Ti byproduct and in the control mixture are presented in FIG. 5 .
As shown in FIGS. 4 and 5 , chloride content decreased with an increase in the depth of penetration for all of the mixtures. Also, as shown in FIG. 5 , the pattern of reduction of chloride content in the concrete mixtures containing Ti byproduct is similar to that of the control mixture at all depths investigated. The control mixture showed lower chloride content than that of all concrete mixtures containing Ti byproduct at all depths. Also, the reduction in chloride content from 10 mm to 40 mm in depth, for all mixtures, including the control mixture, was up to 50%.
While it would be expected that concrete mixtures containing titanium byproducts, as described herein, would exhibit unacceptable chloride ingression, the results show that, to the contrary, the Ti byproduct concrete mixtures of the present teachings exhibit good chloride ingression resistance and can be used with metal reinforcing structures with minimal corrosion of the metal reinforcing structure over the expected lifetime of an article formed therefrom.
While the present teachings have been described in terms of exemplary embodiments, it is to be understood that changes and modifications can be made without departing from the present teachings.