CA1145778A - Cement composites - Google Patents
Cement compositesInfo
- Publication number
- CA1145778A CA1145778A CA000386534A CA386534A CA1145778A CA 1145778 A CA1145778 A CA 1145778A CA 000386534 A CA000386534 A CA 000386534A CA 386534 A CA386534 A CA 386534A CA 1145778 A CA1145778 A CA 1145778A
- Authority
- CA
- Canada
- Prior art keywords
- formula
- sorel cement
- water
- amount
- premix
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
- 239000004568 cement Substances 0.000 title claims abstract description 71
- 239000002131 composite material Substances 0.000 title description 2
- CPLXHLVBOLITMK-UHFFFAOYSA-N magnesium oxide Inorganic materials [Mg]=O CPLXHLVBOLITMK-UHFFFAOYSA-N 0.000 claims abstract description 46
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 46
- 239000000395 magnesium oxide Substances 0.000 claims abstract description 45
- AXZKOIWUVFPNLO-UHFFFAOYSA-N magnesium;oxygen(2-) Chemical compound [O-2].[Mg+2] AXZKOIWUVFPNLO-UHFFFAOYSA-N 0.000 claims abstract description 44
- 229910001868 water Inorganic materials 0.000 claims abstract description 43
- TWRXJAOTZQYOKJ-UHFFFAOYSA-L Magnesium chloride Chemical compound [Mg+2].[Cl-].[Cl-] TWRXJAOTZQYOKJ-UHFFFAOYSA-L 0.000 claims abstract description 27
- 239000000203 mixture Substances 0.000 claims abstract description 18
- BOTDANWDWHJENH-UHFFFAOYSA-N Tetraethyl orthosilicate Chemical compound CCO[Si](OCC)(OCC)OCC BOTDANWDWHJENH-UHFFFAOYSA-N 0.000 claims abstract description 16
- 229910001629 magnesium chloride Inorganic materials 0.000 claims abstract description 13
- 238000000034 method Methods 0.000 claims abstract description 12
- 239000000047 product Substances 0.000 claims description 17
- 239000003365 glass fiber Substances 0.000 claims description 14
- 239000007795 chemical reaction product Substances 0.000 claims description 7
- 238000004519 manufacturing process Methods 0.000 claims description 6
- 229920006395 saturated elastomer Polymers 0.000 claims description 3
- 230000000087 stabilizing effect Effects 0.000 claims description 3
- RPUVKGKGUKVYNG-UHFFFAOYSA-N O.O(Cl)Cl.[Mg] Chemical compound O.O(Cl)Cl.[Mg] RPUVKGKGUKVYNG-UHFFFAOYSA-N 0.000 abstract description 15
- 238000006243 chemical reaction Methods 0.000 abstract description 4
- 239000011541 reaction mixture Substances 0.000 abstract 1
- 238000010899 nucleation Methods 0.000 description 16
- 230000006911 nucleation Effects 0.000 description 14
- 239000000243 solution Substances 0.000 description 14
- 239000013078 crystal Substances 0.000 description 11
- 239000000463 material Substances 0.000 description 10
- 238000006703 hydration reaction Methods 0.000 description 6
- 229960002337 magnesium chloride Drugs 0.000 description 6
- 235000011147 magnesium chloride Nutrition 0.000 description 6
- 239000004615 ingredient Substances 0.000 description 5
- 239000000126 substance Substances 0.000 description 4
- 238000005452 bending Methods 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 230000036571 hydration Effects 0.000 description 3
- -1 i.e. Substances 0.000 description 3
- 150000002500 ions Chemical class 0.000 description 3
- 238000001556 precipitation Methods 0.000 description 3
- 239000000376 reactant Substances 0.000 description 3
- 239000012779 reinforcing material Substances 0.000 description 3
- 230000035945 sensitivity Effects 0.000 description 3
- 239000004698 Polyethylene Substances 0.000 description 2
- 239000007864 aqueous solution Substances 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 239000000470 constituent Substances 0.000 description 2
- 239000008367 deionised water Substances 0.000 description 2
- 229910021641 deionized water Inorganic materials 0.000 description 2
- 239000012153 distilled water Substances 0.000 description 2
- 125000001495 ethyl group Chemical group [H]C([H])([H])C([H])([H])* 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
- 229920000573 polyethylene Polymers 0.000 description 2
- 150000003839 salts Chemical class 0.000 description 2
- 238000003756 stirring Methods 0.000 description 2
- 230000004580 weight loss Effects 0.000 description 2
- 229910019142 PO4 Inorganic materials 0.000 description 1
- 239000011398 Portland cement Substances 0.000 description 1
- 230000002730 additional effect Effects 0.000 description 1
- 238000013019 agitation Methods 0.000 description 1
- 150000004645 aluminates Chemical class 0.000 description 1
- SXQXMCWCWVCFPC-UHFFFAOYSA-N aluminum;potassium;dioxido(oxo)silane Chemical compound [Al+3].[K+].[O-][Si]([O-])=O.[O-][Si]([O-])=O SXQXMCWCWVCFPC-UHFFFAOYSA-N 0.000 description 1
- 238000009835 boiling Methods 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- IQYKECCCHDLEPX-UHFFFAOYSA-N chloro hypochlorite;magnesium Chemical compound [Mg].ClOCl IQYKECCCHDLEPX-UHFFFAOYSA-N 0.000 description 1
- RCJVRSBWZCNNQT-UHFFFAOYSA-N dichloridooxygen Chemical compound ClOCl RCJVRSBWZCNNQT-UHFFFAOYSA-N 0.000 description 1
- 238000004090 dissolution Methods 0.000 description 1
- 229960002089 ferrous chloride Drugs 0.000 description 1
- 239000003063 flame retardant Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 238000007654 immersion Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 239000011872 intimate mixture Substances 0.000 description 1
- NMCUIPGRVMDVDB-UHFFFAOYSA-L iron dichloride Chemical compound Cl[Fe]Cl NMCUIPGRVMDVDB-UHFFFAOYSA-L 0.000 description 1
- DHRRIBDTHFBPNG-UHFFFAOYSA-L magnesium dichloride hexahydrate Chemical compound O.O.O.O.O.O.[Mg+2].[Cl-].[Cl-] DHRRIBDTHFBPNG-UHFFFAOYSA-L 0.000 description 1
- 159000000003 magnesium salts Chemical class 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 235000021317 phosphate Nutrition 0.000 description 1
- 150000003013 phosphoric acid derivatives Chemical class 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 230000002028 premature Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000012763 reinforcing filler Substances 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 239000012047 saturated solution Substances 0.000 description 1
- 239000008399 tap water Substances 0.000 description 1
- 235000020679 tap water Nutrition 0.000 description 1
- 210000003462 vein Anatomy 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Abstract:
Water resistant magnesium oxychloride hydrate (Sorel cement) compositions and processes for producing the same. The processes comprise the addition of an ethyl silicate and/or a premix of magnesium chloride and magnesium oxide to the magnesium oxychloride hydrate reaction mixture (MgC12 + MgO) followed by the subsequent reaction and curing thereof.
Water resistant magnesium oxychloride hydrate (Sorel cement) compositions and processes for producing the same. The processes comprise the addition of an ethyl silicate and/or a premix of magnesium chloride and magnesium oxide to the magnesium oxychloride hydrate reaction mixture (MgC12 + MgO) followed by the subsequent reaction and curing thereof.
Description
Cement composites Background Of The Invention Sorel cement is a term used to refer to various compositions having as basic ingredients a combination of magnesia (MgO) and magnesium chloride (MgCl2) in an aqueous solution. This basic Sorel formula system when cured is a magnesium oxychloride hydrate.
Sorel cement was discovered almost 100 years ago. It gets harder, and sets faster than Portland cement, but its wide-spread use had been greatly limited because of its inherent poor water resistance. The magnesium oxychloride hydrate crystals that compose the Sorel cement have been found to have a structure very much like gypsum in that the physical properties of the cement depend on an intimate infiltration of the crystals, one with another, but with no real bond between the crystals. The Sorel cement product is also somewhat soluble in water with the result that exposure to water virtually eliminates the adhesion between the crystals.
Various attempts have been made to overcome this difficulty such as the addition of materials which have the property of forming insoluble magnesium salts, such as phosphates and aluminates. The results have been only partially successful and in fact usually with the further disadvantage that the hardening rate is greatly slowed.
Various fillers have been reported in the literature, but mainly from the point of view of their compatibility rather than that they impart any special properties to the cement. Glass fibers have been tried with some success, ., .; ~ a' 11~577~
but the bond between the glass fibres and the Sorel cement is destroyed by exposure to water and thus the structural advantages of the glass fibers are only temporary.
It is obvious from repeated statements in the litera-ture that had it not been for the water sensitivity ofSorel cement products, their use would have been much more general and wide spread. It is exactly because of this drawback of these cement products that there remains a large potential for these materials if the water sensi-tivity problem could be solved. The superior hardeningrate, greater strength and excellent fire retardant properties of Sorel cement could then be taken advantage of in a host of building materials where its use is presently not considered.
Summary Of The Invention According to one aspect of the invention there is provided a Sorel cement formula composition comprising magnesium chloride, magnesium oxide, water and nucleating amount of a premix formula comprising the reaction product of waterl a relatively small amount of magnesium oxide and possibly an amount of magnesium chloride.
In accordance with another aspect of the invention there is provided a process of manufacture of Sorel cement products which comprises admixing magnesium chloride, magnesium oxide, water and a nucleating amount of a premix formula comprising the reaction product of water, magnes-ium chloride and a relatively small amount of magnesium oxide to yield a Sorel cement formula and thereafter curing said formula.
Other aspects of this invention are claimed in our Canadian patent application 329,028 filed on June 4, 1979, of which the present application is a division.
The present invention thus relates to water/moisture resistant magnesium oxychloride hydrate (Sorel cement) formulae compositions and processes for producing the ~457~8 same. The invention further comprises the addition of various substances, reinforcing materials or fillers such as glass fibers to the compositions of this invention.
Detailed Description of The Invention Applicant has discovered that the aforediscussed dis-advantage of present day Sorel cement formulae, and especially as relates to the very poor stability in and sensitivity to water of the resulting cement products, can be largely overcome either by addition of a certain material to the standard Sorel cement formula or develop-ing a formula and processes which will result in greater stability and strength.
To this end, and as concerns the former case, applicant has discovered that when an ethyl silicate is added to a standard Sorel cement formula there~results a material whose water resistance and strength properties are con-siderably improved. Although the exact order of addition of the reactants, the relative amount of reactants and the condition under which the reaction is to take place are not critical, it has been found advantageous to first mix and dissolve the MgC12.6H2O in the water, after which the MgO is dispersed. Subsequent to this the ethyl silicate is dispersed therein, preferably under conditions of high agitation. Although, as noted, the amount of ethyl silicate is not critical and the same need only be added in a water stabilizing amount, it has been found advantageous to add from about .5-2% by weight of ethyl silicate based upon the total weight of the Sorel cement formula. The resulting formula may then be cured under normal and well known conditions such as at room temperature and over an extended period of time.
The other mode of achieving substantially improved water stability and strength involves improving the solution of the MgO in the MgC12 in accord with the nucleation theory of this aspect of the invention as the ~1457~8 same explained in more detail below. The improved results are obtained by first preparing a premix formula which is comprised of water, a relatively large amount of MgC12.6H2O
and a relatively small amount of MgO. The premix formula is thereafter added to a standard Sorel cement formula and acts, in effect, as a seeding solution. Particularly improved results are obtained when the premix formula is added to a Sorel cement formula which contains ethyl sili-cate in accord with the first aspect of this invention.
More particularly, it is preferred that the premix formula be prepared under such conditions that MgC12 concentration in solution is maximized, this will in turn increase the solubility of MgO and the resulting formation of magnesium oxychloride hydrate. To this end, it is preferred that a near saturated solution of MgCl2 and water, preferably deionized water, be prepared at or near the boiling point (about 120C). This will insure that there results a concentrated solution of MgC12 and increased solubility of MgO so that when a small amount of the MgO is added to the solution, preferably under conditions of vigorous stirring, the same will quickly and almost completely react with the MgC12 to form the magnesium oxychloride hydrate. As can be seen from the foregoing, the relative amounts of the MgC12, MgO and water reactants in the premix formula, as well as the reactive conditions, are not critical, it being only required that substantially all of the MgO react to form the magnesium oxychloride hydrate.
The order in which the ingredients of the Sorel cement formula of this aspect of the invention are admixed, including the premix formula constituent thereof, as well as the relative amounts of each such ingredient and the conditions under which admixture is to take place, are not critical. The same applies also in the case wherein the Sorel cement formula contains ethyl silicate in accord with the first aspect of this invention. It is however, 1~45778 preferred to first dissolve all of the MgC12.6H20 in all of the water that is to be used, preferably at room temperature and to thereafter add the premix formula. As noted, the amount of premix formula that is added is not critical, it only being required that the premix formula be added in an amount sufficient to effectuate nucleation.
It has been found, however, that the premix formula may advantageously be added in an amount of from about 1-5%
-by weight based on the total weight of the Sorel cement formula. After the premix formula is added, the entire amount of MgO that is to be used is added. In the case where ethyl silicate is to be employed, the same is finally added. The resulting Sorel cement formula may then be cured under normal and well known conditions such as at room temperature and over an extended period of time.
It should be observed that the Sorel cement formulae of the present invention may contain other ingredients besides MgC12.6H20, MgO and H20 as these other ingredients are customary and well known in the art.
; 2~ These include ferrous chloride, feltspar, a release agent, etc.
Moreover, particular strength, both wet and dry strength as these properties are discussed below, may be imparted to the Sorel cement formulae of the present invention by incorporating therein reinforcing or filler materials, and particularly glass fibers. It has been found that the Sorel cement formulae of the present invention, contrary to the other conventional Sorel cement formulae, tend to bond exceptionally well to the rein-forcing material which is admixed therewith and to remainwell bonded under all conditions. The relative amount of the reinforcing material, i.e., glass fibers, in the Sorel cement formulae of this invention is not critical and will be easily determined by one skilled in the art, it being 3~ only required that the same be added in a strength ~, ~' .., .
, increasing amount -- from about 1-10~ by weight being more than adequate to yield the desired strength characteristics -- and in such a manner as to ensure that the glass fibers are uniformly and well distributed and dispersed within the Sorel cement formulae.
The method under which the Sorel cement formulae of the present invention are cured is, as noted, not critical and techniques and conditions cenYentional in the art may be employed. It has been found, however, that yet added water stability and resulting increase in strength can be realized when curing takes place under relatively saturated atmospheric conditions.
While applicant does not wish to be bound by any specific theory, it is believed that Sorel cement consists essentially of a combination of magnesium oxide (MgO), magnesium chloride (MgC12~ and water (H2O) in which the reactions that take place when these three components are mixed are, in the most simple terms, as follows:
1) Solution of magnesium oxide;
Sorel cement was discovered almost 100 years ago. It gets harder, and sets faster than Portland cement, but its wide-spread use had been greatly limited because of its inherent poor water resistance. The magnesium oxychloride hydrate crystals that compose the Sorel cement have been found to have a structure very much like gypsum in that the physical properties of the cement depend on an intimate infiltration of the crystals, one with another, but with no real bond between the crystals. The Sorel cement product is also somewhat soluble in water with the result that exposure to water virtually eliminates the adhesion between the crystals.
Various attempts have been made to overcome this difficulty such as the addition of materials which have the property of forming insoluble magnesium salts, such as phosphates and aluminates. The results have been only partially successful and in fact usually with the further disadvantage that the hardening rate is greatly slowed.
Various fillers have been reported in the literature, but mainly from the point of view of their compatibility rather than that they impart any special properties to the cement. Glass fibers have been tried with some success, ., .; ~ a' 11~577~
but the bond between the glass fibres and the Sorel cement is destroyed by exposure to water and thus the structural advantages of the glass fibers are only temporary.
It is obvious from repeated statements in the litera-ture that had it not been for the water sensitivity ofSorel cement products, their use would have been much more general and wide spread. It is exactly because of this drawback of these cement products that there remains a large potential for these materials if the water sensi-tivity problem could be solved. The superior hardeningrate, greater strength and excellent fire retardant properties of Sorel cement could then be taken advantage of in a host of building materials where its use is presently not considered.
Summary Of The Invention According to one aspect of the invention there is provided a Sorel cement formula composition comprising magnesium chloride, magnesium oxide, water and nucleating amount of a premix formula comprising the reaction product of waterl a relatively small amount of magnesium oxide and possibly an amount of magnesium chloride.
In accordance with another aspect of the invention there is provided a process of manufacture of Sorel cement products which comprises admixing magnesium chloride, magnesium oxide, water and a nucleating amount of a premix formula comprising the reaction product of water, magnes-ium chloride and a relatively small amount of magnesium oxide to yield a Sorel cement formula and thereafter curing said formula.
Other aspects of this invention are claimed in our Canadian patent application 329,028 filed on June 4, 1979, of which the present application is a division.
The present invention thus relates to water/moisture resistant magnesium oxychloride hydrate (Sorel cement) formulae compositions and processes for producing the ~457~8 same. The invention further comprises the addition of various substances, reinforcing materials or fillers such as glass fibers to the compositions of this invention.
Detailed Description of The Invention Applicant has discovered that the aforediscussed dis-advantage of present day Sorel cement formulae, and especially as relates to the very poor stability in and sensitivity to water of the resulting cement products, can be largely overcome either by addition of a certain material to the standard Sorel cement formula or develop-ing a formula and processes which will result in greater stability and strength.
To this end, and as concerns the former case, applicant has discovered that when an ethyl silicate is added to a standard Sorel cement formula there~results a material whose water resistance and strength properties are con-siderably improved. Although the exact order of addition of the reactants, the relative amount of reactants and the condition under which the reaction is to take place are not critical, it has been found advantageous to first mix and dissolve the MgC12.6H2O in the water, after which the MgO is dispersed. Subsequent to this the ethyl silicate is dispersed therein, preferably under conditions of high agitation. Although, as noted, the amount of ethyl silicate is not critical and the same need only be added in a water stabilizing amount, it has been found advantageous to add from about .5-2% by weight of ethyl silicate based upon the total weight of the Sorel cement formula. The resulting formula may then be cured under normal and well known conditions such as at room temperature and over an extended period of time.
The other mode of achieving substantially improved water stability and strength involves improving the solution of the MgO in the MgC12 in accord with the nucleation theory of this aspect of the invention as the ~1457~8 same explained in more detail below. The improved results are obtained by first preparing a premix formula which is comprised of water, a relatively large amount of MgC12.6H2O
and a relatively small amount of MgO. The premix formula is thereafter added to a standard Sorel cement formula and acts, in effect, as a seeding solution. Particularly improved results are obtained when the premix formula is added to a Sorel cement formula which contains ethyl sili-cate in accord with the first aspect of this invention.
More particularly, it is preferred that the premix formula be prepared under such conditions that MgC12 concentration in solution is maximized, this will in turn increase the solubility of MgO and the resulting formation of magnesium oxychloride hydrate. To this end, it is preferred that a near saturated solution of MgCl2 and water, preferably deionized water, be prepared at or near the boiling point (about 120C). This will insure that there results a concentrated solution of MgC12 and increased solubility of MgO so that when a small amount of the MgO is added to the solution, preferably under conditions of vigorous stirring, the same will quickly and almost completely react with the MgC12 to form the magnesium oxychloride hydrate. As can be seen from the foregoing, the relative amounts of the MgC12, MgO and water reactants in the premix formula, as well as the reactive conditions, are not critical, it being only required that substantially all of the MgO react to form the magnesium oxychloride hydrate.
The order in which the ingredients of the Sorel cement formula of this aspect of the invention are admixed, including the premix formula constituent thereof, as well as the relative amounts of each such ingredient and the conditions under which admixture is to take place, are not critical. The same applies also in the case wherein the Sorel cement formula contains ethyl silicate in accord with the first aspect of this invention. It is however, 1~45778 preferred to first dissolve all of the MgC12.6H20 in all of the water that is to be used, preferably at room temperature and to thereafter add the premix formula. As noted, the amount of premix formula that is added is not critical, it only being required that the premix formula be added in an amount sufficient to effectuate nucleation.
It has been found, however, that the premix formula may advantageously be added in an amount of from about 1-5%
-by weight based on the total weight of the Sorel cement formula. After the premix formula is added, the entire amount of MgO that is to be used is added. In the case where ethyl silicate is to be employed, the same is finally added. The resulting Sorel cement formula may then be cured under normal and well known conditions such as at room temperature and over an extended period of time.
It should be observed that the Sorel cement formulae of the present invention may contain other ingredients besides MgC12.6H20, MgO and H20 as these other ingredients are customary and well known in the art.
; 2~ These include ferrous chloride, feltspar, a release agent, etc.
Moreover, particular strength, both wet and dry strength as these properties are discussed below, may be imparted to the Sorel cement formulae of the present invention by incorporating therein reinforcing or filler materials, and particularly glass fibers. It has been found that the Sorel cement formulae of the present invention, contrary to the other conventional Sorel cement formulae, tend to bond exceptionally well to the rein-forcing material which is admixed therewith and to remainwell bonded under all conditions. The relative amount of the reinforcing material, i.e., glass fibers, in the Sorel cement formulae of this invention is not critical and will be easily determined by one skilled in the art, it being 3~ only required that the same be added in a strength ~, ~' .., .
, increasing amount -- from about 1-10~ by weight being more than adequate to yield the desired strength characteristics -- and in such a manner as to ensure that the glass fibers are uniformly and well distributed and dispersed within the Sorel cement formulae.
The method under which the Sorel cement formulae of the present invention are cured is, as noted, not critical and techniques and conditions cenYentional in the art may be employed. It has been found, however, that yet added water stability and resulting increase in strength can be realized when curing takes place under relatively saturated atmospheric conditions.
While applicant does not wish to be bound by any specific theory, it is believed that Sorel cement consists essentially of a combination of magnesium oxide (MgO), magnesium chloride (MgC12~ and water (H2O) in which the reactions that take place when these three components are mixed are, in the most simple terms, as follows:
1) Solution of magnesium oxide;
2) Hydration of magnesium oxychloride; and finally
3) Precipitation of magnesium oxychloride hydrate.
The material thus formed has been found to have an inter-meshed crystal structure whose properties depend on its density and the bond between the crystals.
It is assumed that it is the hydration reaction that is exothermic and which produces the magnesium oxychloride hydrate crystals of the Sorel cement. But this hydration can occur only after sufficient MgO has dissolved to form an aqueous ion mix that is supersaturated with respect to the oxychloride hydrate. Once hydration becomes dominant, the free water is removed and the dissolution of MgO stops.
If, at this time, insufficient MgO has dissolved to react with all the MgC12 present, then the end product will consist of an intimate mixture of crystals of magnesium oxide, magnesium chloride hydrate and magnesium oxychloride hydrate. This material would be weak because the residual ~4S778 MgO cannot contribute to the new crystal entanglement, and hence to the strength and stability of the cement, and it would be very sensitive to water exposure since the mag-nesium chloride is soluble and is easily leached out, eliminating the necessary intimate contact between the magnesium oxychloride hydrate crystals which is responsible for the stability and strength of the end-product cement material.
If this physical picture is correct, it would suggest the possi~ility of a greatly improved Sorel cement formula provided that these reactions could be controlled and residual MgC12 eliminated - that is, if the solution of the MgO can be completed before the hydration reaction starts. The foregoing would appear to depend on the phen-omenon of nucleation. This phenomenon may be visualizedand understood by considering the two essential features of the cement production process. To start with, only MgO
powder is dispersed in a solution of MgC12 in water.
The MgO starts to dissolve adding its ions to the aqueous solution. As more and more MgO dissolves the solution becomes supersaturated with respect to the magnesium oxychloride hydrate end product. Eventually nucleation takes place and the magnesium oxychloride hydrate precipit-; ates out forming the Sorel cement. As free water is removed from the system, i.e., by formation of the hydrate, the solution of MgO is slowed and finally stopped. There-fore, the chemical make up of the resulting cement will vary depending on the vagaries of nucleation.
More particularly, if, for example, nucleation takes place early at only a few places, then supersaturation would be minimal and growth of the cement would be from thése nucleation points, resulting in a series of widely separated zones rich in unreacted salt. If this nuclea-tion took place on the surfaces of the MgO particles, as ;~ 35 seems most likely, then the solution of MgO would thereby ~ also be greatly inhibited. If on the other hand, ,.
~ ~ ' :
, '. , ~4S~78 nucleation would be prevented at the MgO surface, and therefore did not take place until a much higher concentra-tion of ions was present, and sufficient MgO was dissolved to react with all of the MgC12 present, then nucleation could take place spontaneously from many more sites pro-ducing a more heavily enteined crystal growth with little or no soluble salt left over. It is thus theorized by the present inventor that the poor water resistance of Sorel cement as so far known has been the result of too early and premature nucleation, such that if nucleation of the hydration reaction could be substantially inhibited, the very serious drawbacks of present Sorel cement formulae could be overcome.
It is in this vein that the premix formula aspects of the present invention is directed. That is, the premix seeding mixture is believed to cause precipitation of the magnesium oxychloride hydrate upon the premix nuclei, as opposed to nucleation at the MgO surface, and to thus promote the solution of MgO into the MgC12 solution for yet further hydrate formation and subsequent precipitation.
As shown in the following Examples, the improved water resistance of the Sorel cement products obtained from the formulae of the present invention is evidenced by a decrease in weight loss and an increase in hardness or strength of the resulting product. The decrease in weight loss when exposed to water indicates that the constituents of the formulae are not leached out and the cement products remain stable. Improved strength of the resulting Sorel cement product after exposure to water, as compared to products prepared from conventional Sorel cement formulae and similarly exposed to water, is especially indicative of the improvements of the present invention. The ratio of wet strength -- after immersion of the cement product in water -- to dry strength is also indicative. All of these measurements provide quantitative proof of ~145778 g substantially improved Sorel cement products as compared to products obtained with conventional Sorel cement formulae. Visual observation of the resulting cement products, including the structural integrity thereof, also established the improvements flowing from the present invention.
The following examples are offered only for purposes of illustrating the invention and are in no way intended to limit the scope of protection to which the applicant is otherwise entitled.
Effect of Ethyl Silicate addition to Sorel cement The following materials were mixed in the order and in the amounts listed below:
Formula Control Deionized water71 71 MgC12 6H2 107 107 MgO 221 221 ; Ethyl SilicateX 5 I 20 Silbond 50 was used which is a trademarked product 'I manufactured by Stauffer Chemical Company.
Twenty separate test samples were made with each ' formula of this Example. 50 gram samples were poured into polyethylene cups and allowed to harden for a period of 24 hours. They were then submerged in distilled water for a period of eight days and thereafter dried for an add-itional period of 24 hours in a 70C air circulating oven.
All samples without ethyl silicate disintegrated into small grains. All samples containing ethyl silicate retained substantially all of their original physical characteristics and appearance.
When similar production sheets of Sorel cement were made using 5% chopped glass fiber in both the ethyl silicate - containing formula and in the control formula, the ratio of wet strength (24 hours of water submersion after seven days air cure) to dry strength increased from . "
J' ' ~, _ .: , : ' ;
: ' , ~ ' ' ~ ' ', `' .
., .
: ` ' ~ ~ .
~145778 30% to 85% in those samples that contained the ethyl silicate.
Effect of Nucleation Premix The following materials were mixed in the order and in the amounts listed below:
Formula Lab.Scale Grams Plant Scale Kg.
Tap Water 60.6 27.420 g 2- 2 108.8 49.220 Feltspar (Potassium Aluminosilicate) 73.0 33.000 Premix formula (Seed)13.1 5.940 MgO 221.0 100.000 Ethyl SilicateX 4.9 2.200 H2O2 (release agent)2.2 1.000 403.6 218.78 x Silbond 50 was used which is a trademarked product manufactured by Stauffer Chemical Company.
Premix Formula Deionized water 35 1.250 g 2 2 125 4.500 MgO 5 0.180 165 5.930 The above premix formula or seed was prepared by mixing the MgC12.6~2O and the water and heating the resulting solution to a temperature of about 110 to 120C. While maintaining this temperature the MgO was added under conditions of constant stirring, and the mixture maintained under this condition for a period of about 10 minutes. The premix formula was thereafter added to the main Sorel cement formula in the amounts as indicated above.
Production sheets containing 5% glass fiber were made with both a premix-containing formula and a control formula without the premix having been added thereto but otherwise the formula was the same in all respects.
After 7 days air cure:
The production sheets were formed by mixing the chopped glass fibers into both the premix-containing formula of Example 2 and the control formula without the premix and thereafter the resulting mixtures were sprayed into forms. After hardening for a period of 24 hours, the sheets were removed from the forms and stored at room temperature for a period of seven days. The boards were then cut up into small samples and the dry bending strength measured according to well known and generally practiced techniques. The wet bending strength was similarly measured after subsequent submersion of the samples in water for a period of 24 hours.
Bending Strength Kp/cm2 Example 2 Control Dry 586 380 Wet 391 282 The cement mixture of Example 2 and including the control but not containing any glass fibers, was also cast into polyethylene cups (75 gms) and cured, i.e., hardened in air, for a period of 24 hours. The cured cements were then soaked in distilled water for a period of 24 hours and dried over a period of 24 hours at 70C in an air circulating oven under relative humidity conditions of 50%
and 100%. The weight changes, based on the original wet 30 weight, were as follows:
~ of Initial Wet Weight Example 2 Control cured at 100~ RH +0.3 - 9.8 cured at 50~ RH -1.7 - 11.3
The material thus formed has been found to have an inter-meshed crystal structure whose properties depend on its density and the bond between the crystals.
It is assumed that it is the hydration reaction that is exothermic and which produces the magnesium oxychloride hydrate crystals of the Sorel cement. But this hydration can occur only after sufficient MgO has dissolved to form an aqueous ion mix that is supersaturated with respect to the oxychloride hydrate. Once hydration becomes dominant, the free water is removed and the dissolution of MgO stops.
If, at this time, insufficient MgO has dissolved to react with all the MgC12 present, then the end product will consist of an intimate mixture of crystals of magnesium oxide, magnesium chloride hydrate and magnesium oxychloride hydrate. This material would be weak because the residual ~4S778 MgO cannot contribute to the new crystal entanglement, and hence to the strength and stability of the cement, and it would be very sensitive to water exposure since the mag-nesium chloride is soluble and is easily leached out, eliminating the necessary intimate contact between the magnesium oxychloride hydrate crystals which is responsible for the stability and strength of the end-product cement material.
If this physical picture is correct, it would suggest the possi~ility of a greatly improved Sorel cement formula provided that these reactions could be controlled and residual MgC12 eliminated - that is, if the solution of the MgO can be completed before the hydration reaction starts. The foregoing would appear to depend on the phen-omenon of nucleation. This phenomenon may be visualizedand understood by considering the two essential features of the cement production process. To start with, only MgO
powder is dispersed in a solution of MgC12 in water.
The MgO starts to dissolve adding its ions to the aqueous solution. As more and more MgO dissolves the solution becomes supersaturated with respect to the magnesium oxychloride hydrate end product. Eventually nucleation takes place and the magnesium oxychloride hydrate precipit-; ates out forming the Sorel cement. As free water is removed from the system, i.e., by formation of the hydrate, the solution of MgO is slowed and finally stopped. There-fore, the chemical make up of the resulting cement will vary depending on the vagaries of nucleation.
More particularly, if, for example, nucleation takes place early at only a few places, then supersaturation would be minimal and growth of the cement would be from thése nucleation points, resulting in a series of widely separated zones rich in unreacted salt. If this nuclea-tion took place on the surfaces of the MgO particles, as ;~ 35 seems most likely, then the solution of MgO would thereby ~ also be greatly inhibited. If on the other hand, ,.
~ ~ ' :
, '. , ~4S~78 nucleation would be prevented at the MgO surface, and therefore did not take place until a much higher concentra-tion of ions was present, and sufficient MgO was dissolved to react with all of the MgC12 present, then nucleation could take place spontaneously from many more sites pro-ducing a more heavily enteined crystal growth with little or no soluble salt left over. It is thus theorized by the present inventor that the poor water resistance of Sorel cement as so far known has been the result of too early and premature nucleation, such that if nucleation of the hydration reaction could be substantially inhibited, the very serious drawbacks of present Sorel cement formulae could be overcome.
It is in this vein that the premix formula aspects of the present invention is directed. That is, the premix seeding mixture is believed to cause precipitation of the magnesium oxychloride hydrate upon the premix nuclei, as opposed to nucleation at the MgO surface, and to thus promote the solution of MgO into the MgC12 solution for yet further hydrate formation and subsequent precipitation.
As shown in the following Examples, the improved water resistance of the Sorel cement products obtained from the formulae of the present invention is evidenced by a decrease in weight loss and an increase in hardness or strength of the resulting product. The decrease in weight loss when exposed to water indicates that the constituents of the formulae are not leached out and the cement products remain stable. Improved strength of the resulting Sorel cement product after exposure to water, as compared to products prepared from conventional Sorel cement formulae and similarly exposed to water, is especially indicative of the improvements of the present invention. The ratio of wet strength -- after immersion of the cement product in water -- to dry strength is also indicative. All of these measurements provide quantitative proof of ~145778 g substantially improved Sorel cement products as compared to products obtained with conventional Sorel cement formulae. Visual observation of the resulting cement products, including the structural integrity thereof, also established the improvements flowing from the present invention.
The following examples are offered only for purposes of illustrating the invention and are in no way intended to limit the scope of protection to which the applicant is otherwise entitled.
Effect of Ethyl Silicate addition to Sorel cement The following materials were mixed in the order and in the amounts listed below:
Formula Control Deionized water71 71 MgC12 6H2 107 107 MgO 221 221 ; Ethyl SilicateX 5 I 20 Silbond 50 was used which is a trademarked product 'I manufactured by Stauffer Chemical Company.
Twenty separate test samples were made with each ' formula of this Example. 50 gram samples were poured into polyethylene cups and allowed to harden for a period of 24 hours. They were then submerged in distilled water for a period of eight days and thereafter dried for an add-itional period of 24 hours in a 70C air circulating oven.
All samples without ethyl silicate disintegrated into small grains. All samples containing ethyl silicate retained substantially all of their original physical characteristics and appearance.
When similar production sheets of Sorel cement were made using 5% chopped glass fiber in both the ethyl silicate - containing formula and in the control formula, the ratio of wet strength (24 hours of water submersion after seven days air cure) to dry strength increased from . "
J' ' ~, _ .: , : ' ;
: ' , ~ ' ' ~ ' ', `' .
., .
: ` ' ~ ~ .
~145778 30% to 85% in those samples that contained the ethyl silicate.
Effect of Nucleation Premix The following materials were mixed in the order and in the amounts listed below:
Formula Lab.Scale Grams Plant Scale Kg.
Tap Water 60.6 27.420 g 2- 2 108.8 49.220 Feltspar (Potassium Aluminosilicate) 73.0 33.000 Premix formula (Seed)13.1 5.940 MgO 221.0 100.000 Ethyl SilicateX 4.9 2.200 H2O2 (release agent)2.2 1.000 403.6 218.78 x Silbond 50 was used which is a trademarked product manufactured by Stauffer Chemical Company.
Premix Formula Deionized water 35 1.250 g 2 2 125 4.500 MgO 5 0.180 165 5.930 The above premix formula or seed was prepared by mixing the MgC12.6~2O and the water and heating the resulting solution to a temperature of about 110 to 120C. While maintaining this temperature the MgO was added under conditions of constant stirring, and the mixture maintained under this condition for a period of about 10 minutes. The premix formula was thereafter added to the main Sorel cement formula in the amounts as indicated above.
Production sheets containing 5% glass fiber were made with both a premix-containing formula and a control formula without the premix having been added thereto but otherwise the formula was the same in all respects.
After 7 days air cure:
The production sheets were formed by mixing the chopped glass fibers into both the premix-containing formula of Example 2 and the control formula without the premix and thereafter the resulting mixtures were sprayed into forms. After hardening for a period of 24 hours, the sheets were removed from the forms and stored at room temperature for a period of seven days. The boards were then cut up into small samples and the dry bending strength measured according to well known and generally practiced techniques. The wet bending strength was similarly measured after subsequent submersion of the samples in water for a period of 24 hours.
Bending Strength Kp/cm2 Example 2 Control Dry 586 380 Wet 391 282 The cement mixture of Example 2 and including the control but not containing any glass fibers, was also cast into polyethylene cups (75 gms) and cured, i.e., hardened in air, for a period of 24 hours. The cured cements were then soaked in distilled water for a period of 24 hours and dried over a period of 24 hours at 70C in an air circulating oven under relative humidity conditions of 50%
and 100%. The weight changes, based on the original wet 30 weight, were as follows:
~ of Initial Wet Weight Example 2 Control cured at 100~ RH +0.3 - 9.8 cured at 50~ RH -1.7 - 11.3
Claims (11)
1. A Sorel cement formula composition comprising magnesium chloride, magnesium oxide, water and nucleating amount of a premix formula comprising the reaction product of water, a relatively small amount of magnesium oxide and possibly an amount of magnesium chloride.
2. A Sorel cement formula composition according to claim 1 containing also ethyl silicate, said ethyl silicate being present in a water stabilizing effective amount.
3. A Sorel cement formula composition according to claim 1 wherein the premix formula is present in an amount of from about 1-5% by weight based on the total weight of the formula.
4. A Sorel cement formula composition according to any of claims 1 to 3 wherein the magnesium oxide of the premix formula is present therein in an amount such that sub-stantially all of the magnesium oxide reacts with the magnesium chloride being present in the premix formula.
5. A Sorel cement formula composition according to claim 1 which has added thereto glass fibers.
6. A Sorel cement formula composition according to claim 5 wherein the glass fibers are added in an amount of from about 1-10% by weight based on the total weight of the formula.
7. A Sorel cement formula composition according to any of claims 1 to 3, wherein said formula is cured under relatively saturated atmospheric conditions.
8. A process of manufacture of Sorel cement products which comprises admixing magnesium chloride, magnesium oxide, water and a nucleating amount of a premix formula compris-ing the reaction product of water, magnesium chloride and a relatively small amount of magnesium oxide to yield a Sorel cement formula and thereafter curing said formula.
9. A process according to claim 8 wherein the Sorel cement formula has added thereto ethyl silicate in a water stabilizing effective amount.
10. A process according to claim 8 wherein the Sorel cement formula has added thereto glass fibers.
11. A process according to any of claims 8 to 10 wherein the Sorel cement formula is cured under relatively saturated conditions.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CA000386534A CA1145778A (en) | 1978-06-05 | 1981-09-23 | Cement composites |
Applications Claiming Priority (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US05/912,837 US4209339A (en) | 1978-06-05 | 1978-06-05 | Cement compositions |
| US912,837 | 1978-06-05 | ||
| CA329,028A CA1128557A (en) | 1978-06-05 | 1979-06-04 | Cement composites |
| CA000386534A CA1145778A (en) | 1978-06-05 | 1981-09-23 | Cement composites |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CA1145778A true CA1145778A (en) | 1983-05-03 |
Family
ID=27166276
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA000386534A Expired CA1145778A (en) | 1978-06-05 | 1981-09-23 | Cement composites |
Country Status (1)
| Country | Link |
|---|---|
| CA (1) | CA1145778A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US12492147B2 (en) | 2024-04-17 | 2025-12-09 | Building Armour Industries LLC | Geopolymer formulations for construction materials |
-
1981
- 1981-09-23 CA CA000386534A patent/CA1145778A/en not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US12492147B2 (en) | 2024-04-17 | 2025-12-09 | Building Armour Industries LLC | Geopolymer formulations for construction materials |
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