Abstract:
The present invention relates to a hydraulic cement composition having a boron- and halogen-containing component and unusually high full term as well as early strengths and acceptable setting time characteristics, which cement is characterized by the presence, as hydraulically settable calcium silicates, of about 20-70 percent of alpha-prime dicalcium silicate (α&#39;--C 2  S) and about 10-50 percent of tricalcium silicate C 3  S based upon the weight of the composition.

Description:
BACKGROUND OF THE INVENTION 
     This invention relates generally to the art of making Portland-type cement and in particular to improvements in high-strength Portland-type boron-containing cements through use of mineralizers having a halogen-containing component. The composition according to the invention achieves the formation of a Portland-type cement possessing unusually high full term as well as early strengths, and acceptable setting time characteristics. 
     In the typical commercial production of Portland-type cements, a calcareous type material, such as limestone, and an argillaceous type material, such as clay, are used to obtain a mixture of lime, aluminum oxide, silicon dioxide, and ferric oxide. These &#34;raw&#34; materials are first pulverized into a homogeneous mixture, either in dry or slurry form, and then burned in a kiln, usually of the rotary type, at temperatures normally ranging from 2,600-2,800° F. to form solid &#34;clinker.&#34; The clinker is in turn ground with gypsum to form a fine-powdered cement. Certain &#34;mineralizers&#34; may be added to the raw mix prior to &#34;clinkering&#34; and certain &#34;additives&#34; may be added to the clinker during grinding to improve the strength and setting properties of the resulting cement. The composition of the cement depends upon the nature and proportion of the raw materials, mineralizers, and additives employed, as well as the temperature of the ignition and extent of grinding. The basic process reaction is such that the lime (usually as CaCO 3 ) upon heating releases carbon dioxide to form CaO or free lime which in turn reacts with the alumina (Al 2  O 3 ), iron oxide (Fe 2  O 3 ), and silicon dioxide (SiO 2 ) to form the basic components of cements. 
     In general, the basic components of Portland type cement consist of calcium silicates, calcium aluminates, and calcium alumino-ferrites, all of which form the hydraulically settable ingredients of such cement. The calcium silicates are the major components of Portland-type cement compositions and are present in various forms depending upon the nature of the raw mix and account in substantial part for the strength and setting properties of such cements. In the absence of a boron-containing component, tricalcium silicate (Alite) and β-dicalcium silicate (Belite) are formed and stabilized. However, in boron-containing Portland-type cements, typified by U.S. Pat. No. 3,861,928 to Slater and Hamilton, issued Jan. 21, 1975, the disclosure of which is incorporated herein by reference, alpha-prime dicalcium silicate (α&#39;-C 2  S) is formed and stabilized to the exclusion of the C 3  S and β&#39;-C 2  S compositions which would otherwise be formed and stabilized (C 3  S and β&#39;-C 2  S are stabilized in such small amounts, if at all, that they cannot readily be identified by X-ray diffraction analysis). The boron-containing cements of Slater and Hamilton are also characterized by a free lime content less than about 2% and the presence of borate (as B 2  O 3 ) dissolved with lime in the α&#39;-C 2  S phase in a ratio of five moles of CaO per mole of B 2  O 3 . The cements disclosed by Slater and Hamilton contain a relatively small portion of a boron-containing compound, such as boric oxide (B 2  O 3 ), which is added as a mineralizer to the raw mixture prior to clinkering. The addition of the boron component permits the formation of a Portland-type clinker at temperatures substantially lower (2350-2550° F.) than those formerly necessary in commercial practice at about the same kiln retention time. Moreover, boron-containing cement compositions can be made to achieve full term (i.e., after 28 days) compressive strengths in the order of about 9,000 psi which is far superior to other Portland-type cements. These advantages of prior boron-containing cements have been attributed to the α&#39;-C 2  S, which is usually present in an amount of about 65 percent to about 85 percent by weight of the composition. 
     While boron-containing Portland-type cements typified by those of Slater and Hamilton represent a significant advance in the field of cement chemistry, their commercial use presents several drawbacks. For example, although superior full terms strengths are achieved, the results have been inconsistent and the setting times erratic. Moreover, the early and intermediate strengths for these cements are not satisfactory for many commercial purposes. 
     Many attempts have been made to improve boron-containing Portland cements such as to overcome the early and intermediate strength drawbacks while maintaining the excellent full term strengths. It is known that the early strength characteristics of conventional Portland-type cements is attributed to the formation of about 50-60% C 3  S in the clinker, see Lea, The Chemistry of Cement and Concrete, (3d Ed. Chemists Publishing Co. 1977, pg. 82). But, to pursue the idea of increasing early strength in boron-containing cements by forming such amounts of C 3  S was antithetical in view of the work of Slater and Hamilton. They had attributed the high full term strength to the formation of α&#39;-C 2  S to the exclusion of C 3  S. Moreover, prior teaching in the art and belief in the industry was that C 3  S could not be formed in the presence of borates. See Mircea, &#34;Decomposition of Tricalcium Silicate With Boron Oxide,&#34; Silikatz (Ceskoslovenska Akademie Ved), 9(1) 34-42 (1965), which discloses that boric oxides react with tricalcium silicate to form free lime and a saturated solid solution of dicalcium silicate and pentacalcium borosilicate (5CaO:1B 2  O 3  :1SiO 2 ). 
     Initial efforts to improve the properties of boron-containing Portland-type cements were directed toward development of high early strengths by means which would retain the α&#39;-C 2  S formation characteristics. Unsuccessful efforts to gain early strength included reducing the clinker particle size and varying the raw mix constituents--particularly as to the composition of the iron phase. Attempts were also made without success to gain high early strengths and more consistent setting times by use of strength accelerators and water reducing additives. Other efforts included the physical blending of high early strength cements (see U.S. Pat. No. 4,036,657 to Mehta) with the α&#39;-C 2  S-containing boron cement of Slater and Hamilton. Samples made utilizing the Metha cement (i.e., containing C 4  A 3  S), which has an early strength superior to the C 3  S-containing cement, mixed with the boron-containing cement both before and after clinkering, exhibited low intermediate and full term strengths, e.g., 1,475 psi 7-day, and 4,150 psi 28-day strength. 
     Notwithstanding prior teachings and beliefs, the present invention is based upon the combined formation of C 3  S and α&#39;-C 2  S in boron-containing Portland-type cements to achieve not only improved, but surprisingly superior early strengths as compared to those previously attained. In addition, it has been found that these superior early strengths are achieved within acceptable setting times and without affecting the excellent full term strengths of boron-containing cements. Moreover, the full term strengths are now attained on a more consistent basis. 
     SUMMARY OF THE INVENTION 
     The foregoing objects and advantages of the invention are achieved by producing a cement composition having as its hydraulically-setting calcium silicates, both alpha-prime dicalcium silicate (α&#39;-C 2  S) in an amount of about 20 percent to about 70 percent, and tricalcium silicate (C 3  S) in an amount of about 10 percent to about 50 percent, based upon the weight of the composition. The other components of the cement composition, namely, tricalcium aluminate and tetracalcium aluminoferrite, are those normally found in Portland-type cement and are not believed to affect in any critical way the properties of the resulting clinker or cement. 
     The formation of the C 3  S and α&#39;-C 2  S is accomplished by clinkering at the desirable lower burn temperatures of boron-containing cements, i.e., 2,350-2,550° F., employing similar kiln retention times, e.g. on the order of 30 minutes to 1 hour depending on the size of the kiln and other factors. The C 3  S and α&#39;-C 2  S are stabilized by incorporating into the raw mix ingredients conventionally employed for the production of a boron-containing Portland cement (i.e., limestone, silica, alumina, iron oxide and a boron-containing component), a mineralizer consisting essentially of a halogen-containing component. The C 3  S and α&#39;-C 2  S are preferably formed and stabilized in situ in a chemical reaction during clinker formation. 
     As disclosed in the Slater and Hamilton &#39;928 patent, the lime content of the raw mix preferably should be about 0.5 percent in excess of theoretical for complete formation of the potential clinker compounds. This &#34;lime saturation&#34; of the raw mix cement must be controlled so as to ensure that the free lime content of the clinker does not exceed about 2 percent to avoid excessive expansion in the resultant cement. The cement clinker formed from a raw mix according to the present invention and ground to a minimum fineness of about 4,000 cm 2  /g (Blaine) produces a cement composition which possesses satisfactory setting characteristics and attains high early and intermediate strengths as well as the high full term strengths normally associated with boron-containing Portland-type cements. 
     The consistent and unusually high 3-day and 7-day mortar cube (ASTM C-109) strengths achieved by the invention appear from the laboratory data available to date to be caused by, inter alia, the rapid rates of C 3  S hydration. While this factor alone is unremarkable, since any cement containing C 3  S is characterized by rapid C 3  S hydration, the C 3  S in the boron-halogen cement compositions of the invention is also believed to act as both a &#34;seeding&#34; and &#34;stabilizing&#34; agent during α&#39;-C 2  S hydration. It is believed that the early and intermediate strengths achieved, particularly with regard to that embodiment of the invention wherein the C 3  S and α&#39;-C 2  S are formed in situ, represent the cumulative effect of strength development by the individual C 3  S and α&#39;-C 2  S compounds and a synergistic effect resulting from the interaction of these compounds. The belief that synergistic effects are experienced for this embodiment of the invention composition is based upon the results achieved by the chemically reactive formation of the C 3  S and α&#39;-C 2  S as opposed to physical blending of these components from separate sources. In this regard, it has been found that when pure C 3  S was blended into the prior boron-containing clinker of Slater and Hamilton after grinding, the resultant samples exhibit intermediate strengths in the order of about 4,200 psi 3-day, 5,400 psi 7-day and full term strengths of about 7,000 psi as compared to the prior boron compositions of Slater and Hamilton and to the invention compositions containing C 3  S and α&#39;-C 2  S formed in situ (cf. Tables I and II). 
     DETAILED DESCRIPTION 
     The basic raw mix of Portland-type cements according to the invention is formed by conventional procedures. A mixture of raw materials composed of calcareous and argillaceous type minerals containing calcium oxide, silicon dioxide, aluminum oxide and iron oxide is prepared for pulverization by known techniques. Limestone can be utilized as the source of calcium oxide. Silicon dioxide can be supplied in the form of sand. Clay or shale can be the source of aluminum oxide. The source of iron oxide can be mill scale, a by-product of steel mills, pyrite cinders, a by-product of sulfuric acid production, or iron ore. Iron oxide also is usually present in the raw materials used as the source of silicon dioxide and aluminum oxide. These basic raw materials are proportioned and blended to maintain the relative proportions of the oxides within known limits, in accordance with well-known practice, to produce a Portland-type cement having desired properties and characteristics. 
     In accordance with the invention, boron- and halogen-containing mineralizers are added to the raw mix at any time prior to clinkering. The boron-containing mineralizer, in accordance with the Slater and Hamilton &#39;928 patent disclosure, is preferably added as a borate in an amount sufficient to yield a composition having 5 mols of CaO for each mole of B 2  O 3 . The amount of the halogen-containing component added is sufficient to yield a clinker composition having a minimum halogen content of about 0.5 percent, and preferably not greater than 2.0 percent, of the composition. The boron- and halogen-containing mineralizers may be intimately blended and intermixed with the raw pulverized mixture or can be added during the initial raw feed grinding process. In any event, the blended raw mix containing the ground borate and halogen mineralizers is fed to the kiln for clinkering. The clinker, with the addition of gypsum and any other desired additives, such as strength accelerators and water reducers, is ground to fineness of at least about 4,000 cm 2  /g (Blaine), and preferably not more than about 6,000 cm 2  /g (Blaine), to form the cement. 
     While boric oxide (B 2  O 3 ) is the preferred boron-containing component, other similarly suitable materials include: colemenite, ulexite, borax, or any boron-containing material of an organic or inorganic nature. The amount of boric oxide calculated as B 2  O 3  is preferably a minimum of about 1 percent by weight of the clinker composition, and preferably not more than about 2.5 percent. 
     With regard to the halogen-containing component, calcium fluoride and chloride are preferred. However, any halogen-containing material compatible with cement compositions would be suitable, including inter alia halides of calcium, sodium, potassium, and magnesium and silico-halides. 
     In Table I below, cement Samples A, B, and C containing both borate and calcium fluoride according to the invention, are compared as to strength at stated finenesses with four conventional boron cements (Samples D, E, F, and G) containing α&#39;-C 2  S exclusively or predominantly as described in the Slater and Hamilton patent. The clinker formula for Samples A, B, and C was calculated as follows: 
     
         ______________________________________   CaO   68.3%   SiO.sub.2         24.0%   Al.sub.2 O.sub.3         3.3%   Fe.sub.2 O.sub.3         1.0%   B.sub.2 O.sub.3         1.5%   CaF.sub.2         2.0%______________________________________ 
    
     The halide-boron clinker compositions for Samples A, B, and C were prepared based upon the following approximate calculated clinker composition values based upon the use of compounded amounts of reagent grade chemicals: 
     
         ______________________________________  C.sub.3 S      39.25%  C.sub.2 S      39.25%  C.sub.4 AF     3%  C.sub.3 A      7%  CaF.sub.2      2%  C.sub.5 B      7.5%  Free CaO       2.0%______________________________________ 
    
     The boron-containing Portland-type clinker mixes of Samples D, E, F, and G were made from conventional raw materials by adding borate in the form of ulexite before sintering and grinding to the Blaine specified in Table I. The clinkers of Samples D, E, F and G were analyzed: 
     
         ______________________________________   D     E           F       G______________________________________CaO       62.2%   60.3%       62.2% 62.2%SiO.sub.2 23.2%   24.7%       23.2% 23.5%Al.sub.2 O.sub.3     5.2%    5.1%        5.2%  5.1%Fe.sub.2 O.sub.3     4.2%    3.9%        4.2%  4.3%B.sub.2 O.sub.3     1.8%    1.7%        1.8%  1.7%______________________________________ 
    
     
                                           TABLE I__________________________________________________________________________Cement                                 Strengths in PSISample% SO.sub.3    % α&#39;--C.sub.2 S          % C.sub.S              % B.sub.2 O.sub.3                   % Halide                         % Fe.sub.2 O.sub.3                              Blaine                                  1 Day                                      3 Day                                          7 Day                                              28 Day__________________________________________________________________________A    2.5 38.3  38.3              1.5  2.0 (CaF.sub.2)                         1.0  5323                                  2010                                      5600                                          7541                                              9808B    1.5 38.7  38.7              1.5  2.0 (CaF.sub.2)                         1.0  5213                                  1020                                      3895                                          7391                                              9574C    3.0 38.1  38.1              1.5  2.0 (CaF.sub.2)                         1.0  5600                                  2089                                      5099                                          7433                                              9628D    0.7 67    --  1.8  --    4.2  4885                                   680                                      3158                                          4887                                              6840E    1.2 66    --  1.7  --    3.9  4785                                   121                                       637                                          2908                                              8808F    0.7 67    --  1.8  --    4.2  5566                                   964                                      3191                                          5041                                              5920G    3.6 65    --  1.7  --    4.3  5450                                   155                                      1837                                          4366                                              8253__________________________________________________________________________ 
    
     As indicated in Table I, only the amount of SO 3 , which is added to the grinding mill normally in the form of gypsum to control setting time and to optimize strengths, and the degree of fineness (i.e., Blaine) were varied. As can be seen from the comparative values of Table I, the invention compositions possess unusually high early (i.e., 1-day) and intermediate (i.e., 3-day and 7-day) strengths, and provide more consistent full term (i.e., 28-day) strengths than typical boron-containing cements. 
     Clinker Samples, H, I, J, K, L, M-1 and M-2 were prepared based on the same calculated values used for clinker Samples A, B, and C, and were made using the following formulas: 
     
         ______________________________________H           I       J       K     L     M-1/M-2______________________________________CaO     863.2g  843.9g  4445g 829.5g                               3392g 845.9gSiO.sub.2   171.8g  171.2g  865g  154.8g                               672.4g                                     171.8gAl.sub.2 O.sub.3   23.0g   23.0g   115g  33.3g 92.0g 23.0gFe.sub.2 O.sub.3   7.0g    7.0g    35g   23.0g 28.0g 7.0gB.sub.2 O.sub.3   10.7g   10.5g   54g   10.5g 50.4g 10.8gCaF.sub.2   --      15.8g   55g   14.0g 58.8g 14.7gCaCl.sub.2   14.6g   --      --    --    --    --______________________________________ 
    
     The results of strength tests on the cement made from the clinker Samples H through M-2, as seen in Table II below, show C 3  S and α&#39;-C 2  S formation for maximum strengths is controlled, among other things, by the fineness of the grind (Blaine) at optimum sulfur trioxide (SO 3 ) and ferric oxide (Fe 2  O 3 ) conditions. 
     
                                           TABLE II__________________________________________________________________________                                  Strengths in PSICement                                 1  3  7  28Sample% SO.sub.3    % &#39;--C.sub.2 S          % C.sub.3 S              % B.sub.2 O.sub.3                   % Halide                         % Fe.sub.3 O                              Blaine                                  Day                                     Day                                        Day                                           Day__________________________________________________________________________H    2.5 41    29  1.5  2.0 (CaCl.sub.2)                         1.0  4930                                  2212                                     4704                                        5945                                           7935I    2.5 41    36  1.5  2.25 (CaF.sub.2)                         1.0  5124                                  2176                                     5262                                        7525                                           9255J    2.5 42    36  1.5  1.5 (CaF.sub.2)                         3.3  5545                                  2595                                     5050                                        7838                                           9106K    2.5 34    36  1.5  2.0 (CaF.sub.2)                         1.0  5587                                  2605                                     5633                                        7803                                           9718L    2.5 40    36  1.8  2.0 (CaF.sub.2)                         1.0  5472                                  2321                                     5687                                        7724                                           9118M-1  2.0 41    36  1.5  2.0 (CaF.sub.2)                         1.0  5091                                  1879                                     4845                                        7620                                           9687M-2  2.0 41    36  1.5  2.0 (CaF.sub.2)                         1.0  4425                                  1515                                     4470                                        6637                                           9000*__________________________________________________________________________ *Estimated from 32 day breaks (9087 psi) 
    
     The data in Table II show that the cement compositions exemplified by Samples I, J, K and L according to the invention are preferred. 
     As seen in Tables I and II, the boron/halogen cements according to the invention far outperform the prior boron-containing cements with regard to all phases of strength development, i.e. higher early and intermediate strengths and more uniform full term strengths. The results shown in Tables I and II further show that optimum results are obtained by using the boron-fluoride compositions formulated as follows: 
     
         ______________________________________CaF.sub.2           1.5% ± 0.5%B.sub.2 O.sub.3     1.5% ± 0.2%Fe.sub.2 O.sub.3    1%-3.5%Fineness (Blaine)   5,000-5,500 cm.sup.2 /g______________________________________ 
    
     Furthermore, the setting times for the boron-halide cements have been consistently acceptable. Representative setting characteristics comprise Vicats of 3 hrs., 10 minutes (initial) and 5 hrs., 45 minutes (final) and Gilmore readings of 75 minutes (initial) and 104 minutes (final). This additional favorable feature is quite surprising, since the setting times of the prior boron-containing cements were often long and erratic, and, for that reason, limited in their commercial application. 
    
    
     BRIEF DESCRIPTION OF THE DRAWINGS 
     In FIG. 1, the various strengths of the cement compositions shown in Table I are plotted against age. The difference between the boron-containing cements and the boron/halogen cements is substantial and the results as shown in FIG. 1 demonstrate the consistency of the boron-halide invention cements in achieving better strengths. 
     As previously stated, the crystalline composition of cement produced according to this invention is notably different from the structure of conventional Portland cements which contain predominately C 3  S and β-C 2  S and from that of prior boron-containing cements containing α&#39;-C 2  S to the exclusion of C 3  S. The X-ray diffraction analyses shown in FIGS. 2 and 3 of the drawings represent the crystalline structure, respectively, for the cements designated as Sample K from Table II and Sample D from Table I above. FIG. 2 demonstrates the presence of both α&#39;-C 2  S and C 3  S in Sample K, as compared to FIG. 3 which shows predominantly α&#39;-C 2  S for Sample D. FIG. 2 shows the pertinent section of the X-ray diffraction chart from which can be seen the characteristic triple peaks at angle 2-theta of 32.4°, 32.5°, and 32.6° for α&#39;-C 2  S and of 29.4° for C 3  S. In FIG. 3, however, there is no characteristic C 3  S peak at approximately 29.4°, but there are characteristic α&#39;-C 2  S peaks at approximately 32.4° to 32.6°. It is believed that this distinction in calcium silicate formation accounts for the improvements achieved through the present invention. The high early and intermediate strengths are thought to be attributable to the cumulative and synergistic effects of the reaction kinetics of C 3  S and α&#39;-C 2  S, while the more consistent long term strengths are believed to be the result of the &#34;seeding&#34;  or stabilizing effect of the C 3  S hydration product on the hydration of α&#39;-C 2  S. 
     While there have been described what are presently believed to be preferred embodiments of the invention, it will be apparent to a person skilled in the art that numerous changes can be made in the ingredients, conditions and proportions set forth in the foregoing embodiments without departing from the invention as described herein and as defined in the appended claims.