Concrete floor hardening agent

Abstract

A concrete floor hardening agent includes an aluminate, a waterproofing agent, and water. The aluminate is selected from the group consisting of potassium aluminate and sodium aluminate, and is present in an amount ranging from 15 wt % to 65 wt % based on 100 wt % of the concrete floor hardening agent. The waterproofing agent is selected from the group consisting of potassium methyl silicate, sodium methyl silicate, silicone oil, and siloxane, and is present in an amount ranging from 5 wt % to 20 wt % based on 100 wt % of the concrete floor hardening agent.

Claims

1. A concrete floor hardening agent, comprising: an aluminate selected from the group consisting of potassium aluminate and sodium aluminate, the aluminate being present in an amount ranging from 15 wt % to 65 wt % based on 100 wt % of the concrete floor hardening agent; a waterproofing agent selected from the group consisting of potassium methyl silicate and sodium methyl silicate, the waterproofing agent being present in an amount ranging from 5 wt % to 20 wt % based on 100 wt % of the concrete floor hardening agent; a wetting agent selected from the group consisting of a polysaccharide-based wetting agent, an organosilicon surfactant, and an alkoxylated surfactant, the wetting agent being present in an amount ranging from 0.5 wt % to 1.0 wt % based on 100 wt % of the concrete floor hardening agent; and water, wherein the aluminate has a particle size ranging from 100 nm to 200 nm.

2. The concrete floor hardening agent as claimed in claim 1, wherein the aluminate is present in an amount ranging from 15 wt % to 60 wt % based on 100 wt % of the concrete floor hardening agent.

3. The concrete floor hardening agent as claimed in claim 1, which has a pH value of greater than 12.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) Other features and advantages of the present disclosure will become apparent in the following detailed description of the embodiment(s) with reference to the accompanying drawings. It is noted that various features may not be drawn to scale.

(2) FIG. 1 is a scanning electron microscope (SEM) image illustrating a treated concrete floor after application of a concrete floor hardening agent of Example 1.

(3) FIG. 2 is an SEM image illustrating a treated concrete floor after application of a concrete floor hardening agent of Example 2.

(4) FIG. 3 is an SEM image illustrating a treated concrete floor after application of a concrete floor hardening agent of Example 3.

(5) FIG. 4 is an SEM image illustrating a treated concrete floor after application of a concrete floor hardening agent of Example 4.

(6) FIG. 5 is an SEM image illustrating a treated concrete floor after application of a concrete floor hardening agent of Example 7.

(7) FIG. 6 is an SEM image illustrating a treated concrete floor after application of a concrete floor hardening agent of Example 8.

(8) FIG. 7 is an SEM image illustrating a treated concrete floor after application of a concrete floor hardening agent of Example 9.

(9) FIG. 8 is an SEM image illustrating a treated concrete floor after application of a concrete floor hardening agent of Example 10.

(10) FIG. 9 is an SEM image illustrating a treated concrete floor after application of a concrete floor hardening agent of Example 11.

(11) FIG. 10 is an SEM image illustrating a treated concrete floor after application of a concrete floor hardening agent of Example 13.

(12) FIG. 11 is an SEM image illustrating a treated concrete floor after application of a concrete floor hardening agent of Example 16.

(13) FIG. 12 is an SEM image illustrating a treated concrete floor after application of a concrete floor hardening agent of Comparative Example 1.

(14) FIG. 13 is an SEM image illustrating a treated concrete floor after application of a concrete floor hardening agent of Comparative Example 2.

(15) FIG. 14 is an SEM image illustrating a concrete floor before application of a concrete floor hardening agent.

DETAILED DESCRIPTION

(16) Before the present disclosure is described in greater detail, it should be noted that where considered appropriate, reference numerals or terminal portions of reference numerals have been repeated among the figures to indicate corresponding or analogous elements, which may optionally have similar characteristics.

(17) It should be noted herein that for clarity of description, spatially relative terms such as top, bottom, upper, lower, on, above, over, downwardly, upwardly and the like may be used throughout the disclosure while making reference to the features as illustrated in the drawings. The features may be oriented differently (e.g., rotated 90 degrees or at other orientations) and the spatially relative terms used herein may be interpreted accordingly.

(18) The present invention provides a concrete floor hardening agent which includes an aluminate, a waterproofing agent, and water. Examples of the aluminate may include sodium aluminate and potassium aluminate.

(19) In certain embodiments, the aluminate is present in an amount ranging from 15 wt % to 65 wt % based on 100 wt % of the concrete floor hardening agent. In certain embodiments, the aluminate is present in an amount ranging from 15 wt % to 60 wt % based on 100 wt % of the concrete floor hardening agent.

(20) In certain embodiments, the aluminate has a particle size ranging from 100 nm to 200 nm. In certain embodiments, the aluminate has a particle size ranging from 30 nm to 100 nm.

(21) Examples of the waterproofing agent may include, but are not limited to, potassium methyl silicate, sodium methyl silicate, silicone oil, and siloxane. Examples of the siloxane may include, but are not limited to, methyl siloxane and polysiloxane resin. In certain embodiments, the waterproofing agent may be selected from the group consisting of potassium methyl silicate, sodium methyl silicate, silicone oil, and siloxane. In certain embodiments, the waterproofing agent is present in an amount ranging from 5 wt % to 20 wt % based on 100 wt % of the concrete floor hardening agent.

(22) In certain embodiments, the concrete floor hardening agent may further include a wetting agent. In certain embodiments, the wetting agent is present in an amount ranging from 0.5 wt % to 1.0 wt % based on 100 wt % of the concrete floor hardening agent. Examples of the wetting agent may include, but are not limited to, a polysaccharide-based wetting agent, an organosilicon surfactant, and an alkoxylated surfactant. An example of the polysaccharide-based wetting agent may include, but not limited to, a polysaccharide-based wetting agent purchased from An Fong Development Co., Ltd. and having a product number of SW-401. Examples of the organosilicon surfactant may include, but are not limited to, an organosilicon surfactant purchased from BASF Co. Ltd. and having a product number of Hydropalat WE 3120, and another organosilicon surfactant purchased from BASF Co. Ltd. and having a product number of Hydropalat WE 3189. Examples of the alkoxylated surfactant may include, but are not limited to, an alkoxylated surfactant purchased from BASF Co. Ltd. and having a product number of Hydropalat SL 3682, and another alkoxylated surfactant purchased from BASF Co. Ltd. and having a product number of Efka SL 3259.

(23) When the concrete floor hardening agent is applied to the concrete floor, the sodium ions or potassium ions of the aluminate of the concrete floor hardening agent would react (i.e., an ion exchange reaction) with the calcium ions of calcium hydroxide [Ca(OH).sub.2] on the surface of the concrete floor to form free calcium ions, such that the aluminate ions of the aluminate can react with the free calcium ions to form plate-shaped calcium aluminate hydrate. To be specific, the aluminate ions of the aluminate permeate into an interior portion of the concrete floor through pores of the concrete floor, and react with the free calcium ions at the interior portion to form the plate-shaped calcium aluminate hydrate which fills the pores of the concrete floor, thereby improving hardness of the resultant treated concrete floor, and imparting a relatively high abrasion resistance to the treated concrete floor.

(24) In addition, after application of the concrete floor hardening agent, the surface of the treated concrete floor may be further subjected to at least one of a grinding treatment and a polishing treatment.

(25) In certain embodiments, the grinding treatment may be conducted using a water grinder (Manufacturer: Concria) including resin-bonded diamonds with different abrasiveness, such as #100 water grinder, #200 water grinder, #400 water grinder, #800 water grinder, etc. When the surface of the treated concrete floor is subjected to the grinding treatment several times, different sizes of the water grinding discs are used.

(26) In certain embodiments, the polishing treatment may be, for example, a high speed polishing treatment conducted using a polishing pad.

(27) The present disclosure will be described by way of the following examples. However, it should be understood that the following examples are intended solely for the purpose of illustration and should not be construed as limiting the present disclosure in practice.

(28) Preparation of Concrete Floor Hardening Agent

Example 1 (EX1)

(29) Based on a total weight of a concrete floor hardening agent, 30 wt % of sodium aluminate having a particle size ranging from 30 nm to 100 nm, 10 wt % of potassium methyl silicate, 0.5 wt % of polysaccharide-based wetting agent (Manufacturer: An Fong Development Co., Ltd.; Product number: SW-401) and a balance of water were mixed at a temperature ranging from 25 C. to 30 C., so as to obtain a concrete floor hardening agent of Example 1 (EX1).

Examples 2 to 17 (EX2 to EX17) and Comparative Examples 1 and 2 (CE1 and CE2)

(30) The procedures for preparing the concrete floor hardening agents of Examples 2 to 17 (EX2 to EX17) and Comparative Examples 1 and 2 (CE1 and CE2) were similar as those of Example 1, except that, in EX2 to EX17 and CE1 and CE2, the type and amount of the each component were changed, as shown in Tables 1 to 3 below.

(31) Property Evaluation of Treated Concrete Floor

(32) 1. Mohs Scale of Mineral Hardness

(33) The concrete floor hardening agents of EX1 to EX17 and CE1 and CE2 were respectively applied to concrete floors each having a thickness of 10 cm and a Mohs hardness of 2, so as to obtain treated concrete floors of EX1 to EX17 and CE1 and CE2. Then, each of the treated concrete floor was subjected to measurement of Mohs scale of mineral hardness using procedures set forth in the Methods of test for ceramic tiles of the National Standards CNS 3299 of the Republic of China (published in 2006).

(34) 2. Depth of Permeability

(35) The concrete floor hardening agents of EX1 to EX17 and CE1 and CE2 were respectively applied to concrete floors each having a thickness of 10 cm, so as to obtain treated concrete floors of EX1 to EX17 and CE1 and CE2. Next, a surface of each of the treated concrete floors was cut downwardly, followed by use of energy-dispersive X-ray spectroscopy to analyze whether compositions of cross-sectional areas at different depths contain calcium aluminate. Thereafter, a scanning electron microscope (Manufacturer: JEOL; Model no: JSM-6360) was used to capture microscopic images of the cross-sectional areas at different depths, and the depths containing calcium aluminate was recorded. The microscopic image of the concrete floor (before application of the concrete floor hardening agent) was shown in FIG. 14, while the microscopic images of the treated concrete floors after application of the concrete floor hardening agents of EX1 to EX4, EX7 to EX11, EX13, EX16, CE1 and CE2 were shown in FIGS. 1 to 13, respectively.

(36) 3. Abrasion Loss and Percentage of Reduction of Abrasion

(37) The concrete floor hardening agents of EX1 to EX17 and CE1 and CE2 were respectively applied to concrete floors each having a thickness of 10 cm and an abrasion depth of 10.7 mm, so as to obtain treated concrete floors of EX1 to EX17 and CE1 and CE2. Then, each of the treated concrete floors was subjected to measurement of abrasion depth using procedures set forth in the Methods of abrasion test for building materials and part of building construction (abrasive paper method) of the National Standards CNS 10785 of the Republic of China (published in 1984), under a load of 500 g and a revolution number of 1000. The percentage of reduction of abrasion of the respective one of the treated concrete floor of EX1 to EX17 and CE1 and CE2 was calculated using the following Equation (I):

(38) $\begin{array}{cc}A=[\left(B-C\right)C)]100\%& \left(1\right)\end{array}$ where A=percentage of reduction of abrasion (%) B=abrasion depth of concrete floor (i.e., 10.7 g) C=abrasion loss of treated concrete floor

(39) TABLE-US-00001 TABLE 1 Concrete floor hardening agent EX1 EX2 EX3 EX4 EX5 EX6 Aluminate Sodium aluminate (wt %) 30 0 0 0 0 0 Potassium aluminate 0 30 15 60 10 65 (wt %) Particle size (nm) 30 to 100 Total amount (wt %) 30 30 15 60 10 65 Silicate Sodium silicate (wt %) 0 0 0 0 0 0 Potassium silicate (wt %) 0 0 0 0 0 0 Waterproofing Potassium methyl 10 10 10 10 10 10 agent silicate (wt %) Silicone oil (wt %) 0 0 0 0 0 0 Methylsiloxane (wt %) 0 0 0 0 0 0 Wetting agent Polysaccharide-based 0.5 0.5 0.5 0.5 0.5 0.5 wetting agent (wt %) Water (wt %) 59.5 59.5 74.5 29.5 79.5 24.5 pH value 12.8 14.1 12.5 14.5 12.3 15.2 Property Mohs scale of mineral 5 6 5 5 5 5 evaluation of hardness treated Abrasion loss (g) 4.3 2.9 3.6 3.6 5.6 4.8 concrete floor Percentage of reduction 59.8 72.9 66.4 66.4 47.7 55.1 of abrasion (%) Depth of permeability 8 10 9 8 7 7 (mm)

(40) TABLE-US-00002 TABLE 2 Concrete floor hardening agent EX7 EX8 EX9 EX10 EX11 EX12 Aluminate Sodium aluminate (wt %) 30 30 30 30 0 0 Potassium aluminate 30 0 0 0 30 30 (wt %) Particle size (nm) 30 to 100 Total amount (wt %) 60 30 30 30 30 30 Silicate Sodium silicate (wt %) 0 0 0 0 0 0 Potassium silicate (wt %) 0 0 0 0 0 0 Waterproofing Potassium methyl 10 10 0 0 5 4 agent silicate (wt %) Silicone oil (wt %) 0 0 10 0 0 0 Methylsiloxane (wt %) 0 0 0 10 0 0 Wetting agent Polysaccharide-based 0.5 0 0 0 0.5 0.5 wetting agent (wt %) Water (wt %) 29.5 60 60 60 64.5 65.5 pH value 13.5 13.9 13.9 13.9 13.9 13.9 Property Mohs scale of mineral 5 5 5 5 5 5 evaluation of hardness treated Abrasion loss (g) 3.7 3.3 3.5 4.0 3.7 4.5 concrete floor Percentage of reduction 65.4 69.2 67.3 62.6 65.4 57.9 of abrasion (%) Depth of permeability 8 9 9 8 8 7 (mm)

(41) TABLE-US-00003 TABLE 3 Concrete floor hardening agent EX13 EX14 EX15 EX16 EX17 CE1 CE2 Aluminate Sodium aluminate (wt %) 0 0 0 0 0 0 0 Potassium aluminate 30 30 30 30 30 0 0 (wt %) Particle size (nm) 30 to 100 Total amount (wt %) 30 30 30 30 30 0 0 Silicate Sodium silicate (wt %) 0 0 0 0 0 30 0 Potassium silicate (wt %) 0 0 0 0 0 0 30 Waterproofing Potassium methyl 20 22 10 10 10 10 10 agent silicate (wt %) Silicone oil (wt %) 0 0 0 0 0 0 0 Methylsiloxane (wt %) 0 0 0 0 0 0 0 Wetting agent Polysaccharide-based 0.5 0.5 0.3 1.0 1.2 0.5 0.5 wetting agent (wt %) Water (wt %) 49.5 47.5 59.7 59.0 58.8 59.5 59.5 pH value 13.9 13.9 13.9 13.9 13.9 12.5 13.3 Property Mohs scale of mineral 5 5 5 5 5 3 3 evaluation of hardness treated Abrasion loss (g) 3.9 4.5 5.1 3.1 5.0 7.4 6.9 concrete floor Percentage of reduction 63.6 57.9 52.3 71.0 53.3 30.8 35.5 of abrasion (%) Depth of permeability 8 7 7 10 7 3 5 (mm)

(42) FIG. 14 is a microscopic image of the concrete floor before application of the concrete floor hardening agent. Referring to FIGS. 1 to 11, after application of the concrete floor hardening agent of the present disclosure, the thus obtained treated concrete floor contains plate-shaped calcium aluminate hydrate. In contrast, referring to FIGS. 12 and 13, after application of the concrete floor hardening agent including silicate, the thus obtained treated concrete floor contains needle-shaped (i.e., acicular) or fibrous-shaped calcium aluminate hydrates. Since those skilled in the art know that a plate-shaped material has a strength that is greater than that of a needle-shaped or fibrous-shaped material, the treated concrete floor containing plate-shaped calcium aluminate hydrate has a high abrasion resistance after application of the concrete floor hardening agent including aluminate of the present disclosure.

(43) The experimental results in Tables 1 to 3 show that, in comparison with the percentage of reduction of abrasion and the depth of permeability of the treated concrete floors after application of the concrete floor hardening agent including silicate, each of the treated concrete floors, after application of the concrete floor hardening agent including aluminate of the present disclosure, has a greater percentage of reduction of abrasion and a greater depth of permeability, indicating that the concrete floor hardening agent including aluminate of the present disclosure can permeate deeper into the concrete floor and imparts a greater abrasion resistance to the treated concrete floors.

(44) To be specific, the concrete floor without being applied with the concrete floor hardening agent had a Mohs scale of mineral hardness of 2, the concrete floors after being applied with the concrete floor hardening agents of EX1 to EX17 each had a Mohs scale of mineral hardness of 5 or 6, and the concrete floors after being applied with the concrete floor hardening agents of CE1 and CE2 each had a Mohs scale of mineral hardness of 3 or 4. These results indicate that in comparison with the concrete floor without being applied with the concrete floor hardening agent, the Mohs scale of mineral hardness of the concrete floor after being applied with the concrete floor hardening agents of EX1 to EX17 increased by 3 to 4; however, the Mohs scale of mineral hardness of the concrete floor after being applied with the concrete floor hardening agents of CE1 and CE2 merely increased by 1 to 2.

(45) In addition, the concrete floor without being applied with the concrete floor hardening agent had an abrasion loss of 10.7 g, the concrete floors after being applied with the concrete floor hardening agents of EX1 to EX17 each had an abrasion loss ranging from 2.9 g to 5.6 g, and the concrete floors after being applied with the concrete floor hardening agents of CE1 and CE2 each had an abrasion loss ranging from 6.9 g to 7.4 g. These results indicate that in comparison with the concrete floor hardening agents of CE1 and CE2, the concrete floor hardening agents of EX1 to EX17 can indeed effectively reduce the abrasion loss of the treated concrete floor, thereby imparting an excellent abrasion resistance to the same.

(46) In summary, by inclusion of aluminate in the concrete floor hardening agent of the present disclosure, when the concrete floor hardening agent is applied to the concrete floor, the aluminate ions of the aluminate of the concrete floor hardening agent can react with the calcium ions on the surface of the concrete floor, and can permeate into an interior portion of the concrete floor through pores of the concrete floor to react with the calcium ions at the interior portion so as to form plate-shaped calcium aluminate hydrate which fills the pores of the concrete floor, thereby improving hardness of the resultant treated concrete floor, and imparting a relatively high abrasion resistance to the treated concrete floor.

(47) In the description above, for the purposes of explanation, numerous specific details have been set forth in order to provide a thorough understanding of the embodiment(s). It will be apparent, however, to one skilled in the art, that one or more other embodiments may be practiced without some of these specific details. It should also be appreciated that reference throughout this specification to one embodiment, an embodiment, an embodiment with an indication of an ordinal number and so forth means that a particular feature, structure, or characteristic may be included in the practice of the disclosure. It should be further appreciated that in the description, various features are sometimes grouped together in a single embodiment, figure, or description thereof for the purpose of streamlining the disclosure and aiding in the understanding of various inventive aspects; such does not mean that every one of these features needs to be practiced with the presence of all the other features. In other words, in any described embodiment, when implementation of one or more features or specific details does not affect implementation of another one or more features or specific details, said one or more features may be singled out and practiced alone without said another one or more features or specific details. It should be further noted that one or more features or specific details from one embodiment may be practiced together with one or more features or specific details from another embodiment, where appropriate, in the practice of the disclosure.

(48) While the disclosure has been described in connection with what is (are) considered the exemplary embodiment(s), it is understood that this disclosure is not limited to the disclosed embodiment(s) but is intended to cover various arrangements included within the spirit and scope of the broadest interpretation so as to encompass all such modifications and equivalent arrangements.