LANDSCAPING PRODUCTS AND METHOD OF PRODUCTION THEREOF

Abstract

The present subject-matter relates to landscaping product comprising steel slag and optionally cement, compositions and processes for preparing same.

Claims

1. A process for preparing landscaping products comprising: i) mixing a dry part and a liquid part; wherein said dry part comprises an aggregate and a binder, wherein said binder consists of steel slag and optionally cement; and wherein said liquid part comprises water and a chemical admixture; ii) molding and compacting the mixture of step i) to a shaped product having an initial water to binder ratio; iii) optionally reducing the initial water to binder ratio of said shaped product of step ii) to provide a shaped product having a pre-carbonation water to binder ratio; and iv) curing the shaped product of step ii) or iii) with carbon dioxide to provide said landscaping products.

2. The process of claim 1, wherein said steel slag is a Basic Oxygen Furnace (BOF), an Electric Arc Furnace (EAF) or a ladle slag.

3. The process of claim 1, wherein said steel slag has a cumulative calcium silicate content of at least about 15%.

4. The process of claim 1, wherein said steel slag has a fineness of more than about 150 m.sup.2/kg in a Blaine fineness assay.

5. The process of claim 1, wherein said cement contains calcium silicate phases.

6. The process of claim 1, wherein said aggregate is normal weight aggregate, natural lightweight aggregate, expanded clay aggregate, expanded shale aggregate, expanded slag aggregate, expanded steel slag aggregate, expanded iron slag aggregate, gravel aggregates, limestone aggregate, or secondary aggregate.

7. The process of claim 1, wherein the initial water to binder ratio is up to about 0.20.

8. The process of claim 1, wherein the pre-carbonation water to binder ratio is from about 0.08-0.15.

9. A process for preparing a landscaping product comprising: i) mixing a dry part and a liquid part; wherein said dry part comprises an aggregate and a binder, wherein said binder consists of steel slag and cement, wherein the steel slag has a free lime content of less than about 10%, a cumulative calcium silicate content of at least about 15%, and a fineness of about 150 m.sup.2/kg or higher on a Blaine fineness, and wherein the cement is a Portland cement having a calcium silicate phase, and wherein said liquid part comprises water and a chemical admixture meeting the requirements of ASTM C494; wherein the slag to cement (S/C) ratio is up to 20, and wherein the ratio of the mass of aggregate (A) to the total mass of the aggregate+cement+slag (A+C+S) ranges from 0.2 to 0.8; ii) molding and compacting the mixture of step i) to a shaped product having an initial water to binder ratio (W/S); iii) when the water to binder ratio is higher than about 0.08-0.15, optionally reducing the initial water to binder ratio of said shaped product of step ii) to provide a shaped product having a pre-carbonation water to binder ratio of about 0.08-0.15; and iv) curing the shaped product of step ii) or iii) with carbon dioxide to provide said landscaping product.

10. A landscaping product comprising a) an aggregate; b) a chemical admixture, and c) a binder consisting of steel slag and optionally cement.

11. The landscaping product of claim 10, wherein said binder consists of steel slag and cement.

12. The landscaping product of claim 10, wherein the ratio of the mass of aggregate (A) to the total mass of the aggregate+cement (C)+slag (S) (A+C+S) ranges from 0.2 to 0.8.

13. The landscaping product of claim 10, wherein the density of the landscaping product is from about 2000 to about 2800 kg/m.sup.3.

14. The landscaping product of claim 10, wherein said steel slag is a Basic Oxygen Furnace (BOF), Electric Arc Furnace (EAF) or ladle slag.

15. The landscaping product of claim 10, wherein said steel slag has a cumulative calcium silicate content of at least about 15%.

16. The landscaping product of claim 10, wherein said steel slag has a fineness of more than about 150 m.sup.2/kg in a Blaine fineness assay.

17. The landscaping product of claim 10, wherein said aggregate is normal weight aggregate, natural lightweight aggregate, expanded clay aggregate, expanded shale aggregate, expanded slag aggregate, expanded steel slag aggregate, expanded iron slag aggregate, gravel aggregates, limestone aggregate or secondary aggregate.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0020] In order to illustrate how embodiments of this disclosure may be carried into effect, reference will now be made to the accompanying drawings in which:

[0021] FIG. 1 is a schematic representation of an exemplary carbonation set-up;

[0022] FIG. 2 is an XRD of hybrid EAF and BOF (EBH) slag as received and after carbonation; and

[0023] FIG. 3 is TG and DTG for carbonated and as-received EAF and EAF-BOF hybrid slag compacts

DETAILED DESCRIPTION OF THE DISCLOSURE

[0024] Landscaping products include: cast stone, pavers, slabs, retaining blocks walls, edges, curbs, caps, steps and facade. Various standards may apply with regard to expected performance of the products. The following standards are useful references to better understand the typical technical performances required for representative products.

[0025] As discussed herein, reference to a landscaping products comprising a binder consisting of steel slag (and optionally cement) is understood to mean that the binder in the final landscaping product is a carbon dioxide-cured binder, or in other words a carbon dioxide-cured landscaping products. Therefore, the expressions landscaping products/dioxide-cured landscaping products as well as binder/carbon dioxide-cured binder can be used interchangeably or substituted anywhere in the specification if required to improve clarity.

[0026] Retaining wall: ASTM C 1372: Standard Specification for Dry-Cast Segmental Retaining Wall Units

Minimum Compressive Strength: 20.7 MPa

[0027] Maximum water absorption: 208 kg/m.sup.3 (about 8.5%)

[0028] Architectural Cast Stone: ASTM C 1364: Standard Specification for Architectural Cast Stone

Minimum strength: 45 MPa
Maximum water absorption in cold water: 6%
Maximum water absorption in hot water: 10%

[0029] Paving stones: ASTM C936: Standard Specification for Solid Concrete Interlocking Paving Units

Minimum Compressive Strength: 55 MPa

[0030] Maximum water absorption: 5%

[0031] American Standard Test Method: Standard Specification for Solid Concrete Interlocking Paving Units (This specification is intended for interlocking concrete pavers used in the construction of paved surfaces and manufactured from cementitious materials, aggregates, chemical admixtures, and other constituents, such as integral water repellents. The specification also offers guidelines for physical requirements, sampling and testing, visual inspection, and rejection of specimens.)

[0032] Canadian Standard AssociationCSA A231.2: Precast concrete paving slabs/precast concrete pavers. This Standard specifies requirements for concrete paving slabs manufactured from hydraulic cement concrete to be used in the construction of pavement and roof coverings. This Standard includes units with architectural finishes or tactile surfaces.

[0033] Curb: BNQ 2624-210: Prefabricated Concrete CurbsDimensional, Geometric and Physical Characteristics

Minimum 28-day compressive strength: 32 MPa

[0034] As discussed below, steel slag is used herein as the sole component of a binder or the main component of a binder together with a proportion of cement, if needed, to allow for the production of landscaping products wherein carbon dioxide is used as the curing agent. In other words, all or a majority of the cement is replaced by steel slag. Carbon dioxide is also applied to promote strength and activate the slag.

[0035] In one embodiment, the binder is consisting of steel slag.

[0036] In one embodiment, the binder is consisting essentially of steel slag.

[0037] In one embodiment, the binder is consisting of steel slag and cement, wherein the slag to cement ratio is up to 20, alternatively the ratio is up to 15 or up to 10. Preferably, the slag to cement ratio is about 7 to about 9.

[0038] In one embodiment, the landscaping products of the present disclosure preferably have a water absorption of less than about 5% and a compressive strength of about 55 MPa, or preferably 60 MPa, or higher.

[0039] In one embodiment, the landscaping product is a paver and preferably has a water absorption of less than about 5% and a compressive strength of about 55 MPa, or preferably 60 MPa, or higher.

[0040] In one embodiment, the landscaping products preferably have a compressive strength of about 55 MPa, or preferably 60 MPa, or higher.

[0041] In one embodiment, the landscaping products have a water absorption of less than about 6% and a compressive strength of about 45 MPa.

[0042] In one embodiment, the landscaping product is an architectural cast stone or a paver and has a water absorption of less than about 6% and a compressive strength of about 45 MPa.

[0043] In one embodiment, the landscaping products have a water absorption of less than about 8.5% and a compressive strength of about 20 MPa.

[0044] In one embodiment, the landscaping product is a retaining wall and has a water absorption of less than about 8.5% and a compressive strength of about 20 MPa.

Steel Slag

[0045] The EAF, BOF and some ladle steel slags can be used to produce paving stones as defined herein.

[0046] Steel slag herein refers to the slag by-product produced from steel-making manufacturers. Steel slag may include slag produced from Basic Oxygen Furnaces (BOF). Steel slag may also include slag produced from Electric Arc Furnaces (EAF). EBH slag are also contemplated as useful herein and refers to EAF-BOF Hybrid, which is a type of steel slag formed of a mixture of EAF and BOF produced slags.

[0047] Steel slag as used herein may further include ladle slag. Ladle slag herein refers to a type of steel slag. Ladle slag is produced as a by-product from a ladle refining operation. In various steel making processes, molten steel produced in an EAF or BOF process undergoes an additional refining process based on the quality of the desired steel. Additional fluxes and alloys are added to a ladle to remove the impurities within the steel and to produce steel with the desired properties. This operation is known as ladle refining, because it is executed in the transfer ladle. During this process, additional steel slags are generated, which are ladle slags.

[0048] It will be understood that steel slag as used herein excludes iron slag and blast furnace slag that are typically generated during iron production. The morphology of steel slag as used herein plays a role in reactivity with carbon dioxide. Steel slag can be reactive with carbon dioxide as it is crystalline. Steel slag containing high calcium silicates and low iron compounds would be ideal candidates to receive carbonation activation to make slag-based landscaping products. In contrast with steel slag, iron slag cannot be used as the binder (in the production of landscaping products with the CO.sub.2 curing process) herein as it is quenched by water spray to make an amorphous material. This amorphous material (iron slag) is not reactive with CO.sub.2.

[0049] The strength gain in steel slag is dependent on the content of calcium silicates in slag. Carbonation activation of calcium silicates of any polymorph could produce calcium-silicate hydrates intermingled with calcium carbonate crystals, thereby contributing to slag-bond strength.

Chemical Composition of Steel Slag

[0050] The steel slag used for making landscaping products has a free lime content less than about 10%, preferably less than about 7.2%, or more preferably less than about 4% by chemical composition.

[0051] The steel slag used for making landscaping product has a cumulative calcium silicate content (ex: C.sub.2S+C.sub.3S phase concentration) of at least about 15%, or more preferably more than about 40%.

[0052] The steel slag used for making the building product has a SiO.sub.2 content of at least about 6%, or more preferably at least about 15%.

Size of Steel Slag

[0053] Coarser steel slag cannot be completely activated by carbon dioxide. The value of fineness for steel slag should be more than about 150 m.sup.2/kg on a Blaine fineness assay or more preferably more than about 300 m.sup.2/kg. The finer slag results in a landscaping product having appropriate mechanical properties whereas the coarse steel slag can result in a landscaping product that does not satisfy the necessary requirements.

[0054] Size distribution of the slag can be characterized as D50 of 200 microns and less, preferably 100 microns or less, or more preferably 20 microns or less.

[0055] The following table exhibits that the finer steel slag results in a higher carbon uptake and compressive strength for some samples of slags:

TABLE-US-00001 Blaine CO.sub.2 Carbondioxide Compressive Type of Fineness Paste:slag + pressure uptake strength ID slag (kg/m.sup.2) water (psi) (%)* (MPa) Coarse SB16 EAF + BOF <150 10:1 73 7.7 25.8 slag SB20 EAF <150 12:1 73 4.3 16.6 Fine PV2 EAF + BOF >150 10:1 73 11.5 55.6 slag *The % basis is the weight of CO.sub.2 with respect to the weight of slag (e.g. uptake of 11.5% means that 1 kg of slag can sequestrate 115 grams of carbon dioxide).

Standardized CO.SUB.2 .Uptake/Compressive Strength Test808060 mm Slag Slab

[0056] A slag suitable for use in the present disclosure preferably displays a CO.sub.2 uptake of at least about 4%, preferably about 10% CO.sub.2, and/or compressive strength of at least about 55 MPa preferably about 60 MPa for slag paste when measured on a slab specimen as described herein.

[0057] To assess the % CO.sub.2 uptake and compressive strength of a slag as used herein, a specimen of 808060 mm is compacted/formed at a pressure of 12.5 MPa with a water-to-slag ratio of about 0.08 to about 0.15. The formed specimens are then dried with/without a fan at ambient conditions for 2 to 7 hours. The water content of the sample reduces by about 40%. The semi-dried specimen is then subjected to carbonation activation. The carbonation process is conducted using a CO.sub.2 gas with a purity of 99.5%. The gas is first warmed up by a heater attached to the CO.sub.2 cylinder in order to prevent blocking the gas such that it does not get into the chamber. If a heater is not used, the gas gets frozen and the supply of carbon dioxide will be interrupted. The CO.sub.2 gas is then injected into the chamber to a pressure of 0.01 to 0.50 MPa for a duration of 0.2 to 24 hours. The pressure is maintained constant by the regulator so that the carbon dioxide consumed by slag products can be replenished.

[0058] The mass gain method, expressed in the following equation, estimates the mass difference before and after carbonation. The mass difference, together with water evaporated from the exothermic carbonation reaction, represents the mass gain due to carbon dioxide uptake. The carbonation reaction is exothermic in nature, and as a result some of the mixing water in the samples evaporates and condenses on the inner walls of the chamber. This water can be collected using absorbent paper and should be added to the mass of the carbonated sample since the water present in the chamber is part of the water in the original slag mass.

[00001]${\mathrm{CO}}_2.Math..Math.\mathrm{uptake}.Math..Math.\left(\%\right)=\frac{\mathrm{Final}.Math..Math.\mathrm{mass}+\mathrm{Mass}.Math..Math.\mathrm{of}.Math..Math.\mathrm{water}.Math..Math.\mathrm{loss}-\mathrm{Initial}.Math..Math.\mathrm{Mass}}{\mathrm{Mass}.Math..Math.\mathrm{of}.Math..Math.\mathrm{dry}.Math..Math.\mathrm{sample}}$

[0059] The values of compressive strength should satisfy the values reported in ASTM C140, ASTM C936, ASTM C1372, ASTM C1364 and BNQ 2624-210.

Cement

[0060] In this disclosure, the following non-limiting list of cements can be used to produce slag-based pavers: Portland cement (Type I-Type V); Portland-Limestone Cement; Rapid hardening cement; Quick setting cement; Low heat cement; Blast-furnace slag cement; Portland-Slag Cement; High alumina cement; White cement; Colored cement; Pozzolanic cement (Portland-Pozzonlan Cement); Air entraining cement; Hydrographic cement; and Ternary Blended Cement as used herein, the cements that are useful are those that contain calcium silicate phases, specifically C.sub.3S, that enable them to gain strength when reacted with water. The presence of calcium silicate phases secures the short term and long term strength development.

Chemical Admixture

[0061] Water reducer is added to the concrete mixture in order to increase the compressive strength, reduce water content, decrease the porosity, and reduce the water permeability. The water reducing admixture is classified as plastizer or superplastizer (that is a polycarboxylate-based water reducer). Any admixture that is capable of reducing the required water content by up to about 50% or increasing the compressive strength by up to about 60% can be used as water reducer in the current innovation. The admixtures used in this innovation should meet the requirements of ASTM C494 (Standard Specification for Chemical Admixtures for Concrete).

[0062] Water repellent admixtures are designed to provide integral water repellency to concrete by affecting the capillary action of water into or out of the concrete. Water repellent admixtures can perform as static pore pluggers, creating a more difficult pathway for water migration, or can perform as reactive chemicals, forming in situ hydrophobic materials that not only plug pores, but also chemically repel water from cement surfaces.

TABLE-US-00002 Specific Type Base Color Gravity Sika Water Polycarboxylate Light Blue 1.09 Viscocrete Reducing Agent Polymer Liquid 2100 Sika AE3 Water Repellant White Liquid 0.92 and Efflorescence Reducing Admixture Sika AEA Air Entraining Aqueous Dark Brown 1.01 Admixture Solution pf Liquid Organic Materials Sika W-10 Water Repelling Milky White 1.02 and Efflorescence Liquid Controlling Admixture

[0063] The typical range of water reducer admixture used in concrete varies from 0.2% to 3.5% of cementitious materials weight. In this practice, water reducer (Viscocrete) was used at 2.2% of steel slag weight. Water repellent admixture is typically used as 0.1-3.0% of the cementitious materials weight. As an example, water repellent in the current invention (W-10, AE-3) was added to the materials at 2.2% of steel slag weight in the current invention.

Aggregates

[0064] In this disclosure, the landscaping products are composed of aggregates embedded in a hard matrix of material. Aggregates can be either natural or artificial. Examples of aggregates include normal weight aggregate, natural lightweight aggregate, expanded clay aggregate, expanded shale aggregate, expanded slag aggregate, expanded steel slag aggregate, expanded iron slag aggregate, gravel aggregates, limestone aggregate and secondary aggregate. Preferably, the aggregate is granite or limestone aggregate.

[0065] In one embodiment, the ratio of the mass of aggregate (A) to the total mass of the aggregate+cement+slag (A+C+S) ranges from 0.2 to 0.8, preferably from 0.45 to 0.6 or from 0.47 to 0.58.

Preparation of Mixtures Prior to Curing

[0066] In one embodiment, it is preferred that the dry part comprising the aggregate and binder (consisting of steel slag and cement) be mixed separately from the liquid part comprising water and a chemical admixture.

[0067] The dry materials can be mixed until uniformity is achieved. The chemical admixture, including water reducer or water repellant, is added to water. Liquid and dry materials are mixed also until a suitable dispersion is achieved.

[0068] In one embodiment, the mixture may have an initial water to slag ratio as high as about 0.20. The fresh mixture is then poured in the molds shaped in various forms and sizes. The precast making machine presses the fresh materials by compacting them at high pressure. The step of compacting can be effected by any conventional means such as compaction/vibration or static compression, allowing to achieve the required density. The compaction/vibration can be as high as 12 MPa. The shaped product after molding and compaction preferably has a density of about 2000 to about 2800 kg/m.sup.3.

Pre-Carbonation Drying

[0069] In some cases, the mix proportion with an initially high water content is desired in order to obtain a smooth surface. At the same time, extra water in the fresh product prevents carbon dioxide to penetrate. In such cases, a lower pre-carbonation water to slag ratio (such as about 0.08-0.13) can be obtained from the molded mixture having a higher water to slag ratio. Further, directly curing the mixture prepared with an initial low water to slag ratio allows one to obtain a product with a rough surface. To obtain the suitable pre-carbonation water to slag ratio, the mixture with a higher water to slag ratio is initially formed (e.g. up to about 0.20). In cases where the initial and pre-carbonation water to slag ratio are the same (for instance, reference can be made to some of the examples herein where no step of pre-drying is reported), the two expressions can be used interchangeably.

[0070] The compacted and molded shaped product may, for example, be exposed to air for up to 7 hours. An industrial fan may also accelerate the air-drying process. The creation of several paths for the CO.sub.2 penetration is the reason of pre-carbonation curing. A suitable amount of the water initially mixed with other ingredients should be removed during the air-drying process. For instance, when the initial water to slag ratio of 0.16 is used for the formation of the products, the air-drying process may be continued until the water to slag ratio drops to 0.08. The empty voids allow carbon dioxide to pass through the product while the remaining water secures the carbonation reaction.

[0071] In certain embodiments, the pre-carbonation water to slag ratio is less than about 0.20; or alternatively a suitable water to slag ratio is from about 0.08 to about 0.13, 0.14 or 0.15.

Carbonation Curing

[0072] The products having a suitable water to slag ratio (such as of about 0.08 to about 0.1such as 0.13, 0.14 or 0.15) should be cured in presence of a CO.sub.2 environment. The purity of carbon dioxide can be as high as of 99%. The purity of carbon dioxide can alternatively be lower such as 80%, 70%, or lower. Furthermore, flue gas with a CO.sub.2 concentration of 12% can be used in production of slag-based products.

[0073] The curing period can vary from 0.2 hours to 24 hours. The pressure of carbon dioxide can be adjusted from 0.01 to 0.50 MPa. Higher pressure (e.g. up to 1 MPa) may be used in appropriate industrial settings. Higher pressure is beneficial to accelerate the carbonation reaction and ultimately results in improved technical properties.

Carbonation Set-Up

[0074] Referring to FIG. 1, therein illustrated is a schematic representation of an exemplary carbonation set-up. The products to undergo carbonation curing are placed within a curing chamber. A source of CO.sub.2 gas is warmed to ambient temperature by a heater and injected into the chamber. The pressure of CO.sub.2 released in chamber is regulated by a regulator. A balance and data logger may be further provided.

[0075] The density of final products (CO.sub.2-cured products) is measured as about 2000 to about 2800 kg/m.sup.3.

[0076] In one embodiment, there is provided a process for preparing a landscaping product comprising: [0077] i) mixing a dry part and a liquid part; wherein said dry part is comprising an aggregate and a binder, wherein said binder is consisting of steel slag and optionally cement; and wherein said liquid part is comprising water and a chemical admixture; [0078] ii) molding and compacting the mixture of step i) to a shaped product having an initial water to slag ratio; [0079] iii) optionally reducing the initial water to slag ratio of said shaped product of step ii) to provide a shaped product having a pre-carbonation water to slag ratio; and [0080] iv) curing the shaped product of step ii) or iii) with carbon dioxide to provide said landscaping product.

[0081] In one embodiment, there is provided a process for preparing a landscaping product comprising: [0082] i) mixing a dry part and a liquid part; wherein said dry part is comprising an aggregate and a binder, wherein said binder is consisting of steel slag and cement and wherein said liquid part is comprising water and a chemical admixture; [0083] ii) molding and compacting the mixture of step i) to a shaped product having an initial water to slag ratio; [0084] iii) optionally reducing the initial water to slag ratio of said shaped product of step ii) to provide a shaped product having a pre-carbonation water to slag ratio; and [0085] iv) curing the shaped product of step ii) or iii) with carbon dioxide to provide said landscaping product.

[0086] In one embodiment, there is provided a process for preparing a landscaping product (such as a paver) comprising: [0087] i) mixing a dry part; and a liquid part; [0088] wherein said dry part is comprising an aggregate (preferably granite or limestone aggregate) and a binder, wherein said binder is consisting of steel slag and optionally cement, wherein the slag (such as BOF, EAF, Ladle slag or EAF-BOF hybrid slag) has a free lime content less than about 10% and a cumulative calcium silicate content (ex: C.sub.2S+C.sub.3S phase concentration) of at least about 15%, a fineness of about 150 m.sup.2/kg or higher on a Blaine fineness, and wherein the cement is a Portland cement having calcium silicate phase, specifically C.sub.3S; and [0089] wherein said liquid part is comprising water and a chemical admixture meeting the requirements of ASTM C494; [0090] wherein the slag to cement (S/C) ratio is up to 20, alternatively the ratio is up to 15 or up to 10 or preferably about 7 to about 9, and the ratio of the mass of aggregate (A) to the total mass of the aggregate+cement+slag (A+C+S) is ranging from 0.2 to 0.8, preferably from 0.45 to 0.6; [0091] ii) molding and compacting the mixture of step i) to a shaped product having an initial water to slag ratio (W/S), such as a W/S of up to about 0.20; [0092] iii) when the water to slag ratio is higher than about 0.08-0.15 or 0.08-0.14 or 0.08-0.13, optionally reducing the initial water to slag ratio of said shaped product of step ii) to provide a shaped product having a pre-carbonation water to slag ratio of about 0.08-0.15 or 0.08-0.14 or 0.08-0.13; and [0093] iv) curing the shaped product of step ii) or iii) with carbon dioxide to provide said landscaping product.

[0094] In one embodiment, there is provided a process for preparing a landscaping product (such as a paver) comprising: [0095] i) mixing a dry part; and a liquid part; [0096] wherein said dry part is comprising an aggregate (preferably granite or limestone aggregate) and a binder, wherein said binder is consisting of steel slag and cement, wherein the slag (such as BOF, EAF, Ladle slag or EAF-BOF hybrid slag) has a free lime content less than about 10% and a cumulative calcium silicate content (ex: C.sub.2S+C.sub.3S phase concentration) of at least about 15%, a fineness of about 150 m.sup.2/kg or higher on a Blaine fineness, and wherein the cement is a Portland cement having calcium silicate phase, specifically C.sub.3S; and [0097] wherein said liquid part is comprising water and a chemical admixture meeting the requirements of ASTM C494; [0098] wherein the slag to cement (S/C) ratio is up to 20, alternatively the ratio is up to 15 or up to 10 or preferably about 7 to about 9, and the ratio of the mass of aggregate (A) to the total mass of the aggregate+cement+slag (A+C+S) is ranging from 0.2 to 0.8, preferably from 0.45 to 0.6; [0099] ii) molding and compacting the mixture of step i) to a shaped product having an initial water to slag ratio (W/S), such as a W/S of up to about 0.20; [0100] iii) when the water to slag ratio is higher than about 0.08-0.13, optionally reducing the initial water to slag ratio of said shaped product of step ii) to provide a shaped product having a pre-carbonation water to slag ratio of about 0.08-0.15 or 0.08-0.14 or 0.08-0.13; and [0101] iv) curing the shaped product of step ii) or iii) with carbon dioxide to provide said landscaping product.

[0102] In one embodiment, there is provided a landscaping product comprising: [0103] a) an aggregate; [0104] b) a chemical admixture, and [0105] c) a binder consisting of steel slag and cement.

[0106] In one embodiment, there is provided a landscaping product (such as a paver) comprising: [0107] a) an aggregate, preferably granite or limestone aggregate; [0108] b) a chemical admixture meeting the requirements of ASTM C494, and [0109] c) a binder consisting of steel slag and optionally cement, wherein the slag (such as BOF, EAF, ladle slag or EAF-BOF hybrid slag) has a free lime content less than about 10% and a cumulative calcium silicate content (ex: C.sub.2S+C.sub.3S phase concentration) of at least about 15%, a fineness of about 150 m.sup.2/kg or higher on a Blaine fineness and wherein the cement is a Portland cement; [0110] the landscaping products have a water absorption of less than about 8.5% (or less than about 6% or preferably less than about 5%) and a compressive strength of about 20 MPa (or about 55 MPa or preferably 60 MPa or higher) [0111] wherein the slag to cement (S/C) ratio of up to 20, alternatively the ratio is up to 15 or up to 10 or preferably from about 7 to about 9. [0112] the ratio of the mass of aggregate (A) to the total mass of the aggregate+cement+slag (A+C+S) is ranging from 0.2 to 0.8, preferably from 0.45 to 0.6.

[0113] In one embodiment, there is provided a landscaping product (such as a paver) comprising: [0114] a) an aggregate, preferably granite or limestone aggregate; [0115] b) a chemical admixture meeting the requirements of ASTM C494, and [0116] c) a binder consisting of steel slag and cement, wherein the slag (such as BOF, EAF, ladle slag or EAF-BOF hybrid slag) has a free lime content less than about 10% and a cumulative calcium silicate content (ex: C.sub.2S+C.sub.3S phase concentration) of at least about 15%, a fineness of about 150 m.sup.2/kg or higher on a Blaine fineness and wherein the cement is a Portland cement; the landscaping products have a water absorption of less than about 8.5% (or less than about 6% or preferably less than about 5%) and a compressive strength of about 20 MPa (or about 55 MPa or preferably 60 MPa or higher) [0117] wherein the slag to cement (S/C) ratio of up to 20, alternatively the ratio is up to 15 or up to 10 or preferably from about 7 to about 9. [0118] the ratio of the mass of aggregate (A) to the total mass of the aggregate+cement+slag (A+C+S) is ranging from 0.2 to 0.8, preferably from 0.45 to 0.6.

EXAMPLES

[0119] The dry materials comprising the slag (the hybrid combination of BOF and EAF slag), Portland cement and granite aggregates were mixed until they were uniformly distributed (typically up to 2 minutes for the batch sizes used herein).

[0120] The Portland cement used to produce paving stone of the following examples has the following chemical composition (%)

TABLE-US-00003 CaO SiO.sub.2 Al.sub.2O.sub.3 Fe.sub.2O.sub.3 Na.sub.2O K.sub.2O Portland 61.0-67.0 19.0-23.0 2.5-6.0 0.0-6.0 <0.01 0.01 cement (%)

[0121] The chemical composition of representative steel slag batches is shown in the table below. The table also includes an example of an unreactive slag composition as reference:

Chemical Composition of Steel Slag (%)

[0122]

TABLE-US-00004 Slag Type SiO.sub.2 Al.sub.2O.sub.3 Fe.sub.2O.sub.3 MnO MgO CaO Na.sub.2O C.sub.2S + C.sub.3S Free Lime Reactive EAF 9.41 10.78 24.22 3.84 9.77 35.23 0.03 37.2 0.8 slag EBH 12.47 6.87 19.48 3.84 10.57 39.08 <0.01 51.6 0.8 Ladle 12.35 16.55 0.79 3.96 65.23 0.08 40.6 7.2 Non- Ladle 6.21 23.17 3.55 5.04 57.55 0.16 12.9 10.8 reactive Slag

[0123] In the examples herein, slag size distribution can be characterized as D50=18.8 micron and D90=86.7 micron. D50=18.8 microns means that 50 percent of slag grains are smaller than 18.8 microns and D90=86.7 microns means that 90 percent of slag particles are smaller than 86.7 microns. The particle size distribution (PSD) and finesse of steel slags can be evaluated by considering these standards: ASTM C204 (Standard Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus), ASTM C110 (Standard Test Methods for Physical Testing of Quicklime, Hydrated Lime, and Limestone), ASTM C115 (Standard Test Method for Fineness of Portland Cement by the Turbidimeter), ASTM C311 (Standard Test Methods for Sampling and Testing Fly Ash or Natural Pozzolans for Use in Portland-Cement Concrete), ASTM D197 (Standard Test Method for Sampling and Fineness Test of Pulverized Coal) and ASTM E2651 (Standard Guide for Powder Particle Size Analysis).

[0124] XRD patterns of carbonated EBH slag panels are shown in FIG. 2. The basic mineral components that appear in the diffractograms are calcium silicates, calcium magnesium silicate (merwanite), gehlenite and iron compounds. The presence of calcium carbonate and the reduction of calcium silicate phases (C.sub.2S and C.sub.3S) were indicative of the carbonation reaction. Prolonged carbonation of 24 hours produced more calcium carbonate.

[0125] The thermogravimetry (TG) and differential thermogravimetric (DTG) curves for the as-received and carbonated EAF-BOF hybrid slag are presented in FIG. 3. The water loss in hydration product and CaCO.sub.3 content of slag panels increased with an increase in the carbonation time from 2 h to 24 h. An increase in the water loss content indicates the formation of more hydration products.

[0126] The chemical admixture was added to water. Liquid and dry materials were mixed until they were uniformly dispersed (typically about 5 minutes for the batch sizes used herein). The mixture was then poured in the mold. A 808080 mm mold and 505050 mm mold were used to produce a paver; however, molds with any size and shape can be used. A MTS machine was used as the precast making machine to form the pavers by compacting the mixture at pressure of about 12 MPa. The pressure compacted the mixture in order to produce a product with the density of 2600 kg/m.sup.3.

[0127] A Pre-carbonation curing step is optionally performed using an industrial fan for the duration of time specified in the tables below. The carbonation curing step is conducted in the presence of 99%-pure CO.sub.2 gas environment for a period of 24 hours under a pressure of 60 psi.

TABLE-US-00005 Water/slag ratio of dried Water loss due to the ID product (before carbonation) pre-drying process (%) PV77 0.10 30 PV81 0.11 29 PV85 0.10 32

Reference Example

[0128] The properties of the reference product (product with no cement nor chemical admixture), PV11, indicate that the compressive strength is 49.3 MPa and water absorption is 8.6%. (Table 1)

Examples of Embodiments Using Retaining Wall

[0129] Addition of chemical admixture by 1% weight of the product to the reference product PV11 (no cement nor admixture) reduces the water absorption of products, without substantially affecting the compressive strength which remains at the level of that of PV11 in Table 1.

TABLE-US-00006 TABLE 1 Mix proportion (kg/m.sup.3) Pre- Compressive Water Water drying Strength Absorption ID Slag Aggregate Cement (w/s) Viscocrete AE-3 (h) (MPa) (%) PV11 1120 1120 0 168 0 0 0 49.3 8.6 (0.15) PV101 1120 1120 0 124 25 0 0 47.0 6.1 (0.12)

Examples of Embodiments Using Paver

[0130] The mix proportion proposed for retaining walls needed to be modified in order to meet the paver requirements. To improve the properties of paving stone, two different types of water repellent (W-10 and AE-3) were added to the mix containing Portland cement (PV25). The compressive strength and water absorption of PV59 and PV77 have an improved profile compared to PV11 and PV25. (Table 2)

[0131] The addition of Viscocrete (water reducer) to the mix (PV63) improved the technical properties of the resulting product. As shown in the following table, the compressive strength and water absorption are improved compared to PV11 (no cement nor admixture) and also PV25 (no admixture). (Table 2)

TABLE-US-00007 TABLE 2 Mix proportion (kg/m.sup.3) Pre- Compressive Water Slag* Water W- drying Strength Absorption ID (S/C) Aggregate Cement (w/s) 10 Viscocrete AE-3 (h) Compaction (MPa) (%) PV25 1120 1120 125 310 0 0 0 2 Static 48.0 5.7 (9) (0.28) PV59 1120 1120 125 142 25 0 0 2 Compaction/ 60.0 4.1 (9) (0.13) Vibration PV63 1120 1120 125 164 0 25 0 2 Compaction/ 50.5 3.6 (9) (0.15) Vibration PV77 1120 1120 125 164 0 0 25 2 Static 56.3 4.3 (9) (0.15)

[0132] The additional examples compiled in Tables 3 and 4 illustrate the beneficial effect of the mixtures of this disclosure in producing products that meet high standards.

TABLE-US-00008 TABLE 3 Mix proportion (kg/m.sup.3) Pre- Slag Water drying (h) ID *(S/C) Aggregate Cement W-10 **(i-W/S) Viscocrete AE-3 ***(p-w/s) AEA Compaction PV54 875 1375 125 120 12.5 2 Vibration/ (7) (0.14) Compaction PV62 1000 1250 125 131 25 2 Vibration/ (8) (0.13) Compaction PV65 1120 1120 124 142 25 Vibration/ (9) (0.13) Compaction PV81 980 1225 123 142 25 7 Vibration/ (8) (0.13) Compaction PV85 1097 1097 122 160 24 7 Static 20 MPa (9) (0.15) PV95 1120 1120 124 142 25 12 Vibration/ (9) (0.13) Compaction *(S/C): Slag to cement ratio **(i-W/S): Initial water to slag ratio ***(p-W/S): pre-carbonation water to slag ratio

TABLE-US-00009 TABLE 4 Technical Performance of Selected Paving Stones: PV54 PV59 PV62 PV63 PV65 PV77 PV81 PV85 PV95 Compressive >60 >60 >60 50.5 >60 56.3 72.9 58.8 Strength (MPa) Water 4.5 4.1 4.3 3.6 3.7 4.3 3.5 3.7 Absorption (%) Freeze and Thaw Negligible Negligible (Mass Loss)