IE47357B1 - Expansive cement compositions - Google Patents
Expansive cement compositionsInfo
- Publication number
- IE47357B1 IE47357B1 IE1869/78A IE186978A IE47357B1 IE 47357 B1 IE47357 B1 IE 47357B1 IE 1869/78 A IE1869/78 A IE 1869/78A IE 186978 A IE186978 A IE 186978A IE 47357 B1 IE47357 B1 IE 47357B1
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- composition
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- lime
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Classifications
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B22/00—Use of inorganic materials as active ingredients for mortars, concrete or artificial stone, e.g. accelerators, shrinkage compensating agents
- C04B22/06—Oxides, Hydroxides
- C04B22/062—Oxides, Hydroxides of the alkali or alkaline-earth metals
- C04B22/064—Oxides, Hydroxides of the alkali or alkaline-earth metals of the alkaline-earth metals
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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The invention relates to expansive cement compositions and to expansion agents containing free lime for use in such composition. Novel expansion agents are prepared by heating lime of particle size less than 250 microns and comprising at least 36 wt % of CaO in an atmosphere comprising water vapor at 100 to 400 DEG C or carbon dioxide at 350 to 850 DEG C when the particles contain less than 8 wt % Ca(OH)2, or by heating a partially hydrated lime at a temperature of at least 100 DEG C when the particles contain from 8 to 64 wt % Ca(OH)2. The encapsulated limes produced in this way are useful as expansion agents in hydratable cement compositions, the amount thereof generally being less than 30%, preferably 3 to 10%, based on the weight of the cement and the additive. Cement compositions containing the novel expansion agents are useful where shrinkage of the composition on drying has to be prevented or reduced.
Description
This invention relates to expansive cement compositions.
Compositions which contain hydratable cements (generally Portland cement) tend to shrink on drying. It is known to counteract this undesirable tendency by including in the composition an expansion additive which expands at the correct stage during the drying of the composition (see for example Gen. Civ. 109, 285 (1936, H. bossier), U.C. SESM
Report No. 72-13 (1973, G. Komendant et al.), Plan. Bau 2,
351 (1951, II. Bickenbach), Concrete 'echnology and Practice, 3rd Edn, 359 (1969, W.H. Taylor) and U.S. Patents Nos. 3,519,449, 3,649,317, 3,801,339, 3,8 3,361, 3,884,710, 3,947,288 and 4,002,483]. In many ot the known expansion additives, the active ingredient is free lime (CaO), also known as quick lime, which expands by about 100% in volume when hydrated, the other ingredients being present to prevent the hydration-taking place until the desired stage in the drying of the cement composition. Free lime is one of the ingredients of Portland cement, but an excess of it is normally regarded as undesirable, and the addition of free lime to cement compositions is avoided. Free lime does not serve as an expansion additive because it is very rat idly hydrated and therefore expands far too early in the setting process to be effective. It is also known (see for example U.S. Patent No. 3,106,453 and German Patent No. 1,216,753) to subject free lime to certain specific treatments with water and/or CO2 to produce a lime which hydrates at a slower rate, but the products obtained are ineffective as expansion additives. Likewise the products obtained by exposing lime to the atmosphere, which products contain Ca(OH)2 and CaCO^, are ineffective as expansion additives. It has also been proposed in U.S. Patent No. 1,732,409 tc make quick-setting lime products which contain a high proportion of lime, at least some cf the lime being in the form of a pre luct cbtained by heating
-2finely divided lime in an atmosphere containing CO^ at-, a temperature of 500 to 850’C until th increase in weight is 3 to 40% based on the weight of the tarting material.
We have now discovered that excellent expansion additives for cement compositions can be made by heating particles comprising CaO in the presence of water vapor and/or C02, or simply by heating particles comprising CaO and a sufficient amount of calcium hydroxide which has been formed by absorption of water vapor.
In one aspect, the invention provides a pulverulent composition which is useful as an expansion additive for hydratable cement compositions; which consists essentially of particles (a) having a size less than 250 micrcns and (b) comprising a core of calcium oxide arid a protective coating around said core of calcium hydroxide or calcium carbonate or both; which contains 36 to 95% by weight of calcium oxide; and which exhibits an Expansion Factor (as hereinafter defined) of at least 0.061. Such compositions can be made by ε process which comprises heating particles (a) having a size less than 250 microns and (b) comprising at least 36% by we: iht of CaO, with the remainder (if any) preferably const ;ting essentially of Ca(OH)2 and/or CaCO3, the particles being maintained at a temperature of at least 100eC and, if the particles initially contain less than 8% by weight of Ca(OH)2, the particles being maintained at a temperature of 100° to 400°C in an atmosphere which comprises water vapor or at a temperature of 350° to 850°C. in an atmosphere which comprises carbon dioxide, said heating being carried out under conditions such that the product contains 36 to 951 by weight of Cao and exhibits an Expansion Factor (a:·;· hereinafter defined) cf ac least 0.06¾.
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The invention also includes the use of such limecontaining compositions as expansion additives in hydratable cement compositions, in particular cement compositions comprising a Portland cement,' v/ater and a lime-containing composition as defined above in amount less than 30%, based on the combined weight of the cement and the lime-containing composition. The invention further includes a method of making a shaped article which comprises casting a cement composition as defined above.
Except where otherwise noted, parts and percentages in this specification are by weight. The Expansion Factor of a lime-containing composition is defined herein as the % increase in length of a test prism (test bar) which has been cured in water for 7 days after casting, according to ASTM C490-70 and C157-69T, from a mortar prepared according to ASTM C305-65 and containing 0.1 part of the lime-containing composition, 0.9 part of Type III Portland cement, 2 parts of No. 20 v/ashed sand, and 0,4 part of v/ater. The Expansion Factor of the treated limes of the invention is at least 0.06%, generally 0.07 to 2.5%, preferably 0.07 to 0.4%. The Expansion Factor is a measure of the effectiveness of the protective coating in delaying access of water to the calcium oxide core, and inter alia also of the calcium oxide content of the composition.
The larger the particle size of the treated lime, the greater is its lime content for a given thickness of the protective coating. For this reason the particle size is generally at least 1 micron. On the other hand, if particles of size greater than 250 microns are used, they cause an undesirable reduction in strength. Larger particle size? also make it more difficult to obtain a uniform distribution of the treated lime in a cement
7 3 5 7 composition. The treated limes preferably have a particle size of 1 to 100 microns, especially 5 to 60 microns.
The starting materials used in this invention comprise at least 36% of CaO, with the remainder preferably consisting essentially of Ca(OH)2 and/or CaCO-j. The term consisting essentially of is used to indicate that the starting material may contain minor amounts, generally less than 10%, of other ingredients which do not prevent formation of an effective protective coating, e.g. impurities such as silicates and oxides of iron, magnesium and aluminum. When the treated lime is prepared by heating the starting material in the presence of water vapor and/or carbon dioxide, the starting material preferably contains at least 80%, especially at least 90%, of CaO, Thus dolomitic limes, which contain lesser quantities of CaO, are not preferred starting materials.
When the atmosphere comprises water vapor, but no carbon dioxide, the temperature should be 100 to 400°C., preferably 150 to 400°C., especially 1.50 to 250°C. For a given residual CaO content, the higher the temperature of the treatment, the higher the expansion activity of the product. At temperatures below 100°C., the lime becomes hydrated but no effective protective coating is formed. At temperatures above 400°C, calcium hydroxide is not formed, or if present initially is at least partially decomposed.
To ensure an adequate protective coating, heating in an atmosphere comprising water vapor should preferably be continued for a time such that the particles increase in weight by at least 2%, e.g. 2 to 16%, particularly 4 to 12%, especially 5 to 11%, based on the weight of the starting material. For a starting material which consists essentially of CaO, these weight increases will result ? 47357 in a product which contains at most 92%, e.g. 92 to 36%, particularly 84 to 50%, especially 84 to 50% of residual active lime as the core and a protective coating v/hich consists essentially of calcium hydroxide.
When the atmosphere comprises carbon dioxide, a temperature of 350° to 850°C. is needed in order to convert the CaO to CaCO^. At temperatures below 350°C. the reaction between CaO and C02 is very slow, and no effective protective coating is formed. At temperatures above 850°C. CaCO^ is not formed or if present initially is decomposed.
To ensure an adequate protective coating, heating in an atmosphere comprising CO2 should preferably be continued for a time such that the particles increase in weight by at least 2%, e.g. 2 to 28%, particularly 4 to 165, especially 5 to 16%, based on the weight of the starting material. For a starting material which consists essentially of CaO, these weight increases will result in a product which contains at most 95%, e.g. 36 to 95%, particularly 64 to 91%, especially
64 to 89%, of residual active lime as the core and a protective coating which consists essentially of calcium carbonate.
It is also possible to form a protective coating comprising both CaCO^ and Ca(OH)2 by heating the starting material in an atmosphere comprising CO2 and water, preferably at a temperature of 350° to 400°C. Dnder such conditions, the heating should preferably be continued for a time such that the particles increase in weight by 4 to 14%, especially 5 to 12%, these weight increases corresponding to (for a starting material which consists essentially of CaO) final products c/ntaining 91 to 40%, especially 80 to 50% cf residual active lime.
As noted above, limes which have been partially hydrated at temperatures belcw 100°C or carbonated at tenperatures below 35O°C do not have an effective protective coating thereon and are not useful as expansion additives. Useful expansion additives can be obtained from such partially hydrated and/or carbonated limes by using them as starting materials in the processes described above which involves heating in an atmosphere comprising water vapor and/or CC>2, provided that the product has an adequate residual calcium oxide content. However, we have discovered that partially hydrated limes can also be converted into useful expansion additives by heating them at temperatures of at least 100°C., preferably less than 500°C, e.g. 200 to 400°C, in an atmosphere which contains no water vapor or carbon dioxide; in this embodiment of the invention, the starting material can comprise 8 to 64%, preferably 16 to 50%, of Ca(OH)2> with the balance preferably consisting essentially of CaO. For a given CaO content, the higher the temperature of the treatment and the longer its duration, the greater is the expansion activity of the product.
Treated limes which already have some expansion activity can be further treated by one of the processes described above to make them more active. However, it should be noted that such further treatment, especially when carried out in an atmosphere comprising water vapor at relatively low temperatures, e.g. below 200°C., especially below 150°C., can reduce the residual CaO content of the treated lime to an extent such that activity is reduced.
The heat treatments described above can be carried out in any convenient way which does not involve grinding of the particles which would disrupt t’ e protecti ve coatinr;.
For email quar-titiec ci product, the-Of art int; material can
--7 simply be spread out on a pan. For larger quantities fluidised bed procedures may be used.
The novel expansion additives can be incorporated into hydratable cement compositions in any convenient way, but we have found that optimum expansion activity is obtained if the additive is added to a mixture of at least part of the cement and at least part of the water. The cement compositions can of course contain sand, aggregate and other conventional additives, but the presence of additional quicklime, hydrated lime or carbonated lime is preferably avoided. The novel additives exhibit a delayed reactivity with water, measured by ASTH Test C110-71, Section 9, of up to 100 minutes, but this does not account for the fact that in cement compositions they show a much greater delayed reactivity. It is thought that this unexpectedly delayed reactivity is due to some form of interaction between the protective coating and components present in the cement slurry. The amount of the additive used will depend inter alia on its CaO content and the strength and expansion desired in the final product, and will generally be 3 to 30%, preferably 3 to 10%, especially 5 to 7%, based on the combined weight of the hydratable cement and the additive. Especially when the treated limes have been thoroughly treated, their presence has little or no deleterious effect on such important properties of the cement composition as water requirements, consistency, open time, and tendency to false set.
_e_
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The invention is illustrated in the following Examples. The expansion activities of the various samples prepared in Examples 1-7 are shown in Table 1, which shows the % increase in length cf test prisms (i.e. test bars) which (except where otherwise noted) were cured in water after casting according to ASTM C490-70 and C157-69T from mortars prepared according to ASTM C305-65 and containing 1 part of a mixture of the treated lime sample and a Type III Portland cement (Norcem Rapid), 2 parts of No. 20 washed Monterey sand, and 0.4 part of water. The amount of the treated lime sample in the test prism and the number of days of curing are given in parentheses after each % expansion figure. The samples with a C after the sample number in Table 1 are comparative examples, not in accordance with the invention.
Example 1
Portions of CaCO^ having a particle size less than 44 microns were heated in a muffle oven at 1000°C. for thetime necessary to produce samples comprising CaO in amount 100% (Sample 1), 93.6? (Sample 2), 90.2% (Sample 3) or 72.3% (Sample 4). Portions of Sample 1 were heated in a muffle oven at 530°C in an atmosphere of CO2 until the CaO content was 94.5% (Sample 5), 89.8% (Sample 6) and 80.5% (Sample 7). Portions of a commercially available lime (Flintkote) having a particle size less than 44 microns were heated in a muffle oven at 580°C in an atmosphere of C02 until the CaO content was 94.8% (Sample 8),87.5% (Sample 9) or 74.8% (Sample 10).
Example 2
Portions of a commercially available lime (Flintkote, Trade Mark) containing about 95% CaO, with the remainder Ca(OK)2 and a trace of CaCO^, and having a particle size —y— less than 44 microns, were exposed to water vapor at 22°C (Sample 11), 60°C (Sample 12), 100°C (Sample 13), 150°C (Sample 14) or 200°C (Sample 15) until the CaO content had been reduced to the level shown in Table 1.
Example 3
A treated lime having expansion activity, containing 60% CaO, 27% Ca(OH)2 and 13% CaCO3, and having a particle size less than 100 microns (Sample 16) was exposed to water vapor at 22°C (Sample 17), 60°C (Sample 18), 100°C (Sample 19), 150°C (Sample 20) and 200°C (Sample 21) until the CaO content was 31% {Sample 17) or 40% (Samples 18-21).
Example 4
A treated lime having expansion activity, containing 85% CaO, 5% Ca(OH)2 and 10% CaCO3, and having a particle size less than 100 microns, was exposed to water vapor at 110°C until the CaO content had been reduced to 64% (Sample 22). Portions of Sample 22 were heated at 110°C for 180 min. (Sample 23), at 200°C for 15 min. (Sample 24), at 200°C for 60 min. (Sample 25), at 300°C for 15 min. (Sample 26), at 340°C for 30 min, (Sample 27), at 340°C for 50 min. (Sample 28), at 400°C for 90 min. (sample 29) and at 455°C for 15 min. (Sample 30). Samples 29 and 30 lost 2% and 3% in weight, respectively, during the heat treatment, due to decomposition of calcium hydroxide. The same treated lime was exposed to v/ater vapor at 200°C until the CaO content had been reduced to 64% (Sample 31). A commercially available lime (Diamond Springs) consisting essentially of CaO and having a particle size less than 100 microns was exposed to water vapor at 25°C until the CaO content was 64% (Sample 32). A portion of Sample 32 was heated at 340°C for 60 minutes 3Sample 33). Anot-fcsr eamplc of the aamc commercially available lime was exposed to water vapor at
473 57
200°C until the CaO content had been reduced to 58% (Sample 34).
Example 5
Portions of a commercially available lime (Flxntkote) as used in Example 2 were exposed to water vapor at 260eC until the CaO content was 85% (Sample 35) or 58% (Sample 36). These Samples were made into mortars as described above except that a Type 1-2 cement (Kaiser Permanente) was used and the amount of water was 0.36 part.
A Control mortar containing no added lime was also prepared. The prisms cast from these mortars were cured both in water and in 50% relative humidity air.
Example 6
A treated lime having expansion activity, containing 84.5% CaO, 6.2% Ca(OH)2 and 9.3% CaCO3, and having a particle size less than 100 microns was used to prepare mortars containing 0.9 part of a Type 1-2 cement (Kaiser Permanente), 0.1 part of the treated lime, 2 parts of No. 20 washed Monterey sand and 0.36 part of water. The mortars were prepared by three different methods.
Method 1 (ASTM C305-65) - A. The treated lime and cement were dry mixed. B. The water was added and mixed at slow speed for 30 seconds. C. The sand was added and slow speed mixing continued for another 30 seconds. D. The mixer was increased to medium speed for 30 seconds. E. Pause for 90 seconds. F. Mix at medium speed for 1 min.
Method 2 - A. Mix the cement and water for 30 seconds. B. Add the treated lime and mix for 30 seconds. CF. Same as in Method 1.
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Method 3 - A. The treated lime and water were mixed for 30 seconds, then the cement was added and mixed for 30 seconds. D-F. Same as in Method 1.
The % expansions of· prisms cast from these mortars 5 are shown in Table 1 under Samples 37, 38 and 39 (Methods 1, and 3 respect ively).
Example 7
A commercially available lime (Flintkote) was fractionated into a first fraction in which the particles were 45 to 425 microns in size and a second fraction in which the particles were less than 45 microns in size. Both fractions were heated at 950°C for 1 hour and then treated with water vapor at 200°C until the CaO content was 69.5% (first fraction, Sample 40) or 73% (second fraction. Sample
41).
TABLE 1
Sample No. % CaO Expansion (parts of sample in mortar, days) 1(C) 100 0.042 (0 .1, 7) 2(C) 93.6 0.031 ( w ) 3(C) 90.2 0.031 ( tt ) 4(C) 72.3 0.029 ( n ) 5 94.5 0.234 ( 11 ) 6 89.8 0.188 ( n ) 7 80.5 2.3 ( tt ) 8 94.8 0.077 ( 11 ) 9 87.5 0.150 ( N ) 10 74.8 0.757 ( tt ) 11(C) 49 0.037 ( tt ) 12(C) 53 0.043 ( It ) 13 53 0.125 ( tt ) 14 57 0.212 ( tt ) 15 53 0.347 ( n ) 16 60 0.61 (0, .1, 14) 0.067 (0 .04,16) 17(C) 31 0.134 ( If ) 0.046 ( ) 18 40 0.186 ( n ) 0.045 ( ) 19 40 0.330 ( n ) 0.044 ( ” ) 20 40 0.413 ( n ) 0.058 ( ) 21 40 2.8 ( K ) 0.092 ( )
-1347357
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Example 8
Λ commercially available lime (Cementa) was treated with water vapor at 250eC until the CaO content was 80%, and v/as then fractionated into a first fraction in which the particles were less than 74 microns in size and a second fraction in which the particles were 75 to 125 microns in size. The first fraction was used to prepare mortars containing 0.954 part of a Type 1 cement (Norcem PC 300), 0.046 part of the treated lime, 3 parts of No. 20 washed Monterey sand, and 0.5 part of water. The second fraction was used to prepare mortars in the same way except that 0.96 part of the cement and 0.04 part of the treated lime were used. The compressive strength of prisms cast from these mortars was measured after curing in water for the indicated number of days, and is shown in Table 2.
Table 2
Particle Size Compressive Strength (kg/cm2) after 7 days 1 day 3 days 0-74 105.5 240 300 75-125 103.5 195 248
Example 9
Portions of a commercially available lime (Plintkote) as used in Example 2 were treated with water vapor at 200°C until the CaO content was 91% (Sample 42), 70% (Sample 43) or 49.5% ( Sample 44) or with CO2 at 580°C until the CaO content was 88% (Sample 45) or 68% (Sample 46). Part of Sample 45 was treated with water vapor at 200°C until the CaO content was 54% (Sample 47). Cement pastes were made by dry mixing 0.1 part of the sample and 0.9 part of a Type 1-2 cer.eat (Kaiser Permanente); water (0.36 part) was then added •-15. 47357 and the mixture was mixed in a Hobart (Trade Mark) Mixer for 20 seconds at low speed followed by 20 seconds at medium speed. The pastes were placed in a Halliburton Consistometer, and their consistencies, expressed in Halliburton Consistency units, are shown in Table 3 below (which also shows results for a paste containing 1 part of the Type 1-2 cement and no treated lime).
Table 3
Sample No. Consistency after indicated time (mins.)
0 20 40 60 80 100 120 140 160 180 200 220 240 42z100 45 45 47 49 53 64 82 100 43 40 40 38 38 40 42 43 45 48 52 58 63 70 44 32 33 32 34 36 38 40 42 45 50 56 63 75 45x100 42 40 42 42 43 47 52 58 63 70 79 91 46 56 50 47 45 45 46 46 50 51 53 56 60 67 47 55 38 36 36 36 36 38 40 41 43 45 48 54 Control 52 38 36 36 36 36 36 37 . 38 39 40 42 43
x shows false set
Claims (31)
1. A pulverulent composition which is useful as an expansion additive for hydratable cement compositions; which consists essentially of particles having a size less than 250 microns and comprising a core of calcium oxide and a protective coating around said core of calcium hydroxide or calcium carbonate or both; which contains 36 to 95% by weight of calcium oxide; and which exhibits an Expansion Factor (as hereinbefore defined) of at least 0.06%.
2. A composition according to Claim 1 which comprises 36 to 92% by weight of calcium oxide and wherein said protective coating consists essentially of calcium hydroxide.
3. A composition according to Claim 2 which comprises 50 to 84% by weight of calcium oxide.
4. A composition.according to Claim 1 which comprises 36 to 95 % by weight of calcium oxide and wherein said protective coating consists essentially of calcium carbonate.
5. A composition according to Claim 4 which comprises 64 to 91% by weight of calcium oxide.
6. A composition according to any one of the preceding claims wherein said particles have a size of 1 to 100 microns.
7. A composition according to Claim 6 wherein said particles have a size of 5 to 60 microns.
8. A composition according to any one of the preceding claims having an Expansion Factor of 0.07 to 2.5%.
9. A composition according to Claim 8 having an Expansion Factor of 0.07 to 0.4%.
10. A composition according to Claim 1 substantially as hereinbefore described.
11. A process for the production of a composition as claimed in any one of the preceding claims, which process comprises heating particles (a) having a size less than 250 microns and (b) comprising at least 36% by weight of CaO, the particles being maintained at a temperature of at least 100°C. and, if the particles initially contain less than 8% by weight of Ca(OH) 2 , the pirticles being maintained at a temperature of 100° to 400°C. in an atmosphere which comprises water vapor or at a temperature of 350° to 850°C. in an atmosphere which comprises carbon dioxide, said heating being carried out under conditions such that the product contains 36 to 95% by weight of CaO and exhibits an Expansion Factor (as hereinbefore defined) of at least 0.06%.
12. A process according to Claim 11 wherein said particles initially comprise at least 80% by weight of CaO and are heated at a temperature of 100 to 400°C in an atmcsphere comprising water vapor for a time sufficient to increase the weight of the particles by at least 2%.
13. A process according to Claim 12 wherein the weight of the particles is increased by 4 to 12%. -1847357
14. A process according to Claim 13 wherein the weight of the particles is increased by 5 to 11%.
15. A process according to any one of claims 12 to 14 wherein the temperature is at least 150°C. 5
16. A process according to Claim 11 wherein said particles initially comprise at least 80% by weight of CaO and are heated at a temperature of 350 to 85O°C. in an atmosphere comprising C0 2 for a time sufficient to increase the weight of the particles by at least 2%. 10
17. A process according to Claim 16 wherein the weight of the particles is increased by 4 to 16%.
18. A process according to Claim 17 wherein the weight of the particles is increased by 5 to 16%.
19. A process according to Claim 11 wherein said particles 15 initially comprise at least 80% by weight of CaO and are heated in an atmosphere comprising C0 2 and water vapour for a time sufficient to increase the weight of the particles by 4 to 14%.
20. A process according to claim 11 wherein said particles 20 initially comprise 8 to 64% by weight of Ca(0H) 2 and are heated at a temperature of 100 to 400°c.
21. A process according to Claim 20 wherein the temperature is 150 to 400°C.
22. A process according to Claim 20 or 21 wherein 25 said particles initially contain 16 to 50% by weight of Ca(0H) 2 .
23. A process according to Claim 11 substantially as described in any one of the foregoing Examples. .- 473 57
24. A composition as claimed in any one of claims 1 to 10 when prepared by a process as claimed in any one of claims 11 to 23.
25. A cement composition comprising a Portland 5 cement, water and a lime-containing composition as claimed in an any one of claims 1 to 10 and 24 in/amount less than 30%, based on the combined weight of the cement and the limecontaining composition.
26. A cement composition according to Claim 25 30 which contains 3 to 10% by weight of the lime-containing composition, based on the combined weight of the cement and the lime-containing composition.
27. A cement composition according to Claim 26 which contains 5 to 7% by weight of the lime-containing 15 composition, based on the combined weight of the cement and the lime-containing composition.
28. A cement composition according to Claim 25 substantially as described in any of the foregoing Examples.
29. A method of preparing a cement composition as 20 claimed in any one of claims 25 to 28 which comprises mixing together at least part of the Portland cement and at least part of the water, and adding the lime-containing composition to the mixture.
30. A cement composition according to any one of 2g claims 25 to 28 when made by a method as claimed in Claim 29.
31. A method of making a shaped article of a cement composition which comprises casting a cement composition as claimed in any one of claims 25 to 28 and 30 and allowing it to dry.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US83453977A | 1977-09-19 | 1977-09-19 |
Publications (2)
Publication Number | Publication Date |
---|---|
IE781869L IE781869L (en) | 1979-03-19 |
IE47357B1 true IE47357B1 (en) | 1984-02-22 |
Family
ID=25267156
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
IE1869/78A IE47357B1 (en) | 1977-09-19 | 1978-09-15 | Expansive cement compositions |
Country Status (14)
Country | Link |
---|---|
JP (1) | JPS5493020A (en) |
BE (1) | BE870477A (en) |
CA (1) | CA1122231A (en) |
DE (1) | DE2840572A1 (en) |
DK (1) | DK411178A (en) |
ES (2) | ES473348A1 (en) |
FI (1) | FI63735C (en) |
FR (1) | FR2403311A1 (en) |
GB (1) | GB2004529B (en) |
IE (1) | IE47357B1 (en) |
IL (1) | IL55575A0 (en) |
IT (1) | IT1098856B (en) |
NO (1) | NO145232C (en) |
SE (1) | SE434733B (en) |
Families Citing this family (10)
Publication number | Priority date | Publication date | Assignee | Title |
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JP4181224B2 (en) * | 1997-08-11 | 2008-11-12 | 株式会社前田先端技術研究所 | Cement composition and concrete and concrete product manufacturing method using the same |
JP3747988B2 (en) * | 1998-04-23 | 2006-02-22 | 電気化学工業株式会社 | Expandable material composition and expanded cement composition |
JP4571483B2 (en) * | 2004-11-30 | 2010-10-27 | 太平洋マテリアル株式会社 | Liquid expansion material |
JP5263955B2 (en) * | 2008-12-26 | 2013-08-14 | 太平洋マテリアル株式会社 | Low exothermic expandable admixture |
JP5580306B2 (en) * | 2009-06-12 | 2014-08-27 | 電気化学工業株式会社 | Expandable material and method for producing the same |
DE102009045278B4 (en) * | 2009-10-02 | 2011-12-15 | Dirk Dombrowski | Mineral granular desulphurising agent based on calcium hydroxide, process for its preparation and its use |
JP5744499B2 (en) * | 2010-12-09 | 2015-07-08 | 電気化学工業株式会社 | Grout cement composition and grout material |
SG11202104843XA (en) | 2018-11-15 | 2021-06-29 | Denka Company Ltd | Cement admixture, expansion material, and cement composition |
JP7293019B2 (en) * | 2019-07-18 | 2023-06-19 | デンカ株式会社 | EXPANDING COMPOSITION FOR CEMENT, CEMENT COMPOSITION, AND METHOD FOR PRODUCING THE EXPANSION COMPOSITION FOR CEMENT |
WO2021215509A1 (en) | 2020-04-23 | 2021-10-28 | デンカ株式会社 | Cement admixture, expansion material, and cement composition |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1732409A (en) * | 1926-04-05 | 1929-10-22 | Colloidal Lime Plaster Corp | Quick-setting lime product and method of making the same |
US3106453A (en) * | 1963-04-22 | 1963-10-08 | Corson G & W H | Process for producing dry lime hydrate |
BE673832A (en) * | 1964-12-18 | |||
US3649317A (en) * | 1970-11-12 | 1972-03-14 | Fuller Co | Shrinkage compensating cement |
-
1978
- 1978-09-12 GB GB7836573A patent/GB2004529B/en not_active Expired
- 1978-09-14 BE BE190481A patent/BE870477A/en not_active IP Right Cessation
- 1978-09-14 IL IL7855575A patent/IL55575A0/en unknown
- 1978-09-14 CA CA000311342A patent/CA1122231A/en not_active Expired
- 1978-09-14 NO NO783104A patent/NO145232C/en unknown
- 1978-09-14 ES ES473348A patent/ES473348A1/en not_active Expired
- 1978-09-15 IT IT27769/78A patent/IT1098856B/en active
- 1978-09-15 IE IE1869/78A patent/IE47357B1/en unknown
- 1978-09-15 FR FR7826534A patent/FR2403311A1/en active Pending
- 1978-09-18 DE DE19782840572 patent/DE2840572A1/en not_active Withdrawn
- 1978-09-18 DK DK411178A patent/DK411178A/en not_active Application Discontinuation
- 1978-09-18 FI FI782851A patent/FI63735C/en not_active IP Right Cessation
- 1978-09-19 JP JP11501178A patent/JPS5493020A/en active Pending
- 1978-09-19 SE SE7809821A patent/SE434733B/en not_active IP Right Cessation
-
1979
- 1979-04-24 ES ES479859A patent/ES479859A1/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
SE434733B (en) | 1984-08-13 |
GB2004529B (en) | 1982-04-21 |
FI63735C (en) | 1983-08-10 |
JPS5493020A (en) | 1979-07-23 |
IT1098856B (en) | 1985-09-18 |
NO145232B (en) | 1981-11-02 |
NO783104L (en) | 1979-03-20 |
GB2004529A (en) | 1979-04-04 |
SE7809821L (en) | 1979-03-20 |
FI63735B (en) | 1983-04-29 |
CA1122231A (en) | 1982-04-20 |
FR2403311A1 (en) | 1979-04-13 |
ES479859A1 (en) | 1979-11-16 |
DK411178A (en) | 1979-03-20 |
FI782851A (en) | 1979-03-20 |
BE870477A (en) | 1979-03-14 |
IT7827769A0 (en) | 1978-09-15 |
NO145232C (en) | 1982-02-10 |
IE781869L (en) | 1979-03-19 |
ES473348A1 (en) | 1979-11-01 |
IL55575A0 (en) | 1978-12-17 |
DE2840572A1 (en) | 1979-03-29 |
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