CEMENT COMPOSITION CURABLE AT LOW TEMPERATURES |
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| 申请号 | EP88901378.5 | 申请日 | 1988-01-11 | 公开(公告)号 | EP0346350B1 | 公开(公告)日 | 1992-07-29 |
| 申请人 | LONE STAR INDUSTRIES, INC.; | 发明人 | HEITZMANN, Richard, F.; GRAVITT, Billy, B.; SAWYER, James, L.; | ||||
| 摘要 | A blended hydraulic cement composition, curable at low temperatures, including temperatures below the freezing point of water, is composed of portland cement, slag, pozzolans including metakaolin, and admixtures including potassium carbonate and water reducing compositions. The cement is particularly useful in producing concrete compositions which achieve high strength in a brief period of time, and continue curing at ambient temperatures, and temperatures below the freezing point of water. | ||||||
| 权利要求 | |||||||
| 说明书全文 | Blended hydraulic cements are well known for their use of materials, such as fly ash and other pozzolans, that can result in durable concrete and good ultimate strengths. Unfortunately, these blended cements of the prior art do not generally achieve usable strengths for a substantial period of time and, thus, construction schedules are delayed. In addition, most of these compositions are portland cement compositions where the recommended cure is at 60 (15.5°C) to 80°F.(26.7°C), and absolutely no cure is obtained below 35°F (1.7°C). While the ability to construct structures using cement, such as roads, air fields, and the like, at low temperatures has long been sought, and is desirable, for structures of this type, repair at temperatures below 35°F (1.7°C), and substantially below that, is absolutely essential in modern society. Prior cement compositions have not permitted this, and, thus, the search has continued. In addition to the ability to cure at these low temperatures, the rapid attainment of usable strength is essential. In accordance with the present invention, a blended hydraulic cement has been developed that provides high early strengths, high ultimate strengths, durability and continues to gain strength at temperatures below freezing. This cement can be utilized for rapid concrete construction or repair for hot weather or cold weather concreteing as well as concreteing under less extreme conditions thus allowing all weather concreting. This cement can be used for precast and prestressed concrete with or without heat curing. The composition of the present invention includes the following components: From 50 parts to about 80 parts portland cement From 13 parts to about 35 parts fly ash From 0 parts to about 10 parts metakaolin From 0 parts to about 6 parts slag From 0 parts to 4 parts admixture From 1 parts to about 5 parts potassium carbonate When the cement of the present invention is used in concrete or mortar, the resulting hardened material has sufficient strength so that it can be put in service a few hours after being placed. This strength can be obtained without heat curing and continues to increase even when the hardened material is below the freezing point of water. While it is indicated that the amount of metakaolin in the composition can vary from 0 to 10 parts, and that the amount of potassium carbonate can be between 1 and 5 parts, in order to achieve the continuing cure at temperatures below the freezing point of water, there must be at least 4 parts of metakoalin present, or 2 parts of potassium carbonate, or a combination of the two to provide a total of 2 parts based upon the formula: Parts = parts potassium carbonate + 1/2 (parts metakoalin) While the cured concrete formed in accordance with the present composition is primarily intended for rapid repair or reconstruction, it is not so limited, and can be effectively used for new construction, as well. The composition can obtain a compressive strength within a month of 12,000 psi (81.1 MPa), or even more. Such compressive strengths are above the compressive strengths readily attainable with present portland cement compositions. The blended hydraulic cement of the present invention has, as previously indicated, the following essential components: From 50 parts to about 80 parts portland cement From 13 parts to about 35 parts fly ash From 0 parts to about 10 parts metakaolin From 0 parts to about 6 parts slag From 0 parts to 4 parts admixture From 1 parts to about 5 parts potassium carbonate The portland cement which is employed in the composition can be any of the types set forth in ASTM C 150-85A, or any desired blend of these compositions. Preferably, the amount of portland cement employed is in the range of from 55 to 60 parts, by weight. The amount of fly ash is, to some extent, dependent upon the amount of portland cement employed in the composition. Preferably, the amount of fly ash is between 20 and 30 parts, by weight. The total of portland cement, fly ash, and slag, is also interdependent, and, in general, the total of these three items should be between 83 and 91 parts, by weight. Further, as the amount of fly ash is decreased, it can be compensated for, in part, by increasing use of metakaolin. The type of fly ash to be employed is that defined as either Class F or Class C in ASTM designation C618-85. The Class C fly ash is preferred, because of the increased calcium oxide content; however, the Class F fly ash can be used with higher amounts of portland cement and/or slag. Either type of fly ash imparts sulfate resistance to the blended cement. The metakaolin (Al₂O₃.SiO₂) is obtained by dehydroxylating kaolinite by heating at temperatures above 500°C. until the characteristic crystal structure is destroyed. The optimum temperature range is 600°C. to 800°C. The metakaolin essentially meets the classification requirements for a Class N calcined natural pozzolan as described in ASTM C618-85. The preferred amount of metakaolin to be employed is between 4 and 6 parts, by weight, though lower amounts can be employed. However, as indicated above, the inclusion of metakaolin in the formulation is preferable where the utilization of the composition at temperatures below the freezing point of water is contemplated. When little, or no, metakaolin is present, there is less durability in the finished product in successive freeze/thaw cycles. When metakaolin in the range of 6 to 10% is employed, more water is required for curing the cement, and the cost of the composition is increased beyond a desirable amount. The slag which is employed is a finely ground, granulated blast furnace slag as set forth for blended hydraulic cements in ASTM standard C595-86. Preferably, the amount of slag to be employed is between 4 and 5 parts, by weight. If desired, as indicated by the overall formulation, the slag component of the composition can be omitted completely. However, it does supply some glassy silicate components, as well as calcium compounds. Further, the use of slag does provide some sulfate resistance, but that resistance is also provided by fly ash. While a variety of materials could be employed as the admixtures to be used in this composition, the preferred materials are citric acid and a material sold as Cormix 2000. When these are employed, the citric acid is preferably used in amounts of up to 3 parts and the Cormix in in amounts of up to 1 part, preferably 0.5 to 1.5 parts by weight citric acid and 0.15 to 0.40 part by weight Cormix 2000. The citric acid can be used in any of its available grades, including fine crystal, liquid, or powder. Additionally, salts of citric acid can be used in place of the citric acid, itself. The material is a known retarder for aluminate phases in portland cement, calcium fluoroaluminate, and calcium aluminate cements. In the composition of the present invention, it functions as a retarder for the hydration reactions and, at the same time, reduces the water requirement and shortens mixing time. Because of the relatively high cost of the material, the minimum required should be used. However its total elimination results in less workability and lower strengths. While, as indicated, salts of the citric acid, such as potassium and sodium citrate can be employed, the use of too great an amount of these materials results in a compositon which will not harden. The citric acid also reduces the mixing time required to achieve fluidity. The reason for desiring less water is that greater strength in the final concrete is obtained at a given plasticity. Further, use of less water provides improved permeability and strength in the final composition. The citric acid can be employed in conjunction with other retarders and, under those circumstances, the amount of citric acid would be less in the overall composition. The Cormix 2000 is the sodium salt of a copolymer of an unsaturated carboxylic acid and the hydroxyalkyl ester of that acid. The material meets the requirements of ASTM C494-86, as a type G admixture, one which is water-reducing, high range, and retarding. As with the citric acid, the Cormix 2000 reduces the amount of water required to give a workable mix, therefore increasing the strength and cold weather performance of the final concrete. While the Cormix has been found to be effective, it could be replaced with many other admixtures which are also high range, water reducers. However, there is a cost effectiveness factor which must be considered. An essential component of the cement composition of the present invention is potassium carbonate. Preferably, it is used as a fine powder and all, or part of it, can be replaced with sodium carbonate. Additionally, kiln dust could be used in place of the potassium carbonate, but it provides problems in that it also contains potassium sulfate and calcium carbonate. While the use of potassium carbonate as an accelerator has previously been disclosed, it has not been used with the components of the present invention to provide the particularly surprising properties accomplished. While it is possible to substitute alkali hydroxides for the potassium carbonate, the composition does not perform as well in low temperature curing. Up to one-third of the potassium carbonate can be replaced with alkali metal hydroxides. When using alkali hydroxides, there are also greater storage problems. The potassium carbonate, which is preferably used in an amount of from 2 to 4 parts, by weight, accelerates the pozzolanic reactions between hydroxides and siliceous or siliceous-aluminous materials. It is particularly effective for this purpose, both at ambient temperatures and at temperatures below the freezing point of water. When employed in higher amounts, higher early strengths are obtained, but there is less working time available for placement of the concrete. The order of mixing the various materials which make up the composition of the present invention is immaterial. All of the components can be interground or interblended, and used as a complete cement formulation. If desired, some or all of the pozzolan materials can be added at the concrete mixer, and the functional additions added in a water solution at the concrete mixer. Employing the formulations of the present invention, as previously indicated, contrary to the prior art, cures can be effected at temperatures well below the freezing point of water and, in fact, cure can be accomplished at temperatures as low as -16°F (-26.7°C). Even at these low temperatures, substantial strengths are obtained, so that repair work is possible, particularly on roads and airports, even during winter months, something which cannot be accomplished with portland cement. The following are given as examples of the formulations of the cement of the present invention. They should be considered only as illustrative and not as limiting, in any way, the full scope of the invention as covered in the appended claims of the invention. All parts are by weight. A binder was prepared consisting of:
A concrete was prepared employing the binder of Example 1 and other necessary materials as indicated below:
The various materials were mixed in a concrete mixer. The resulting concrete had a slump of 0 inches and remained workable for 105 minutes. The concrete was cast in molds and cured at ambient temperatures (73°F (22.7°C)). This concrete had compressive strengths of 4,000 psi (27 MPa) at 4 hours, 5,800 psi (39.2 MPa) at 1 day, 10,000 psi (67.5 MPa) at 7 days, and 12,000 psi (81 MPa) at 28 days. This was the same as Example 2, except that 185 parts of water were used. This concrete had the following properties: 2 1/2 inch (6.35 cm) slump, 90 minutes workability, compressive strengths of 3,200 psi (21.6 MPa) at 4 hours, 5,100 psi (34.5 MPa) at 1 day, 9,600 psi (64.3 MPa) at 7 days, and 12,500 psi (84.5 MPa) at 28 days. The same concrete as in Example 3 when mixed and cast in molds at ambient temperatures (73°F (22.7°C)), and then cooled to 6 ± 2°F (-14.4 ± 1.1°C) when brought to ambient temperature, just prior to testing had compressive strengths of 2,200 psi (14.9 MPa) at 4 hours, 3,400 psi (23 MPa) at 1 day, and 4,100 psi (27.7 MPa) at 7 days. In this, and subsequent examples when the material was first cooled to 6 ± 2°F (-14.4 ± 1.1°C), and then brought to ambient temperature, sufficient samples were made for each of the tests. Each sample was allowed to warm to ambient temperature for its test, only. This was the same as Example 2, except that 195 parts of water were used. This concrete had the following properties: 6 inch (15.24 cms) slump, 80 minutes workability, compressive strengths of 2,700 psi (18.2 MPa) at 4 hours, 4,500 psi (30.4 MPa) at 1 day, 9,000 psi (60.8 MPa) at 7 days and 10,800 psi (73 MPa) at 28 days. A binder was prepared similar to Example 1, except that 2.54 parts of potassium carbonate were used instead of 2.27 parts of potassium carbonate. A concrete was prepared employing the binder of Example 6 and other necessary materials as indicated below:
This concrete had the following properties: 0 inch slump, 75 minutes workability, compressive strengths of 4,000 psi (27 MPa) at 4 hours, 6,000 psi (40.5 MPa) at 1 day, 10,000 psi (67.5 MPa) at 7 days, and 12,000 psi (81 MPa) at 28 days. This was the same as Example 7, except that 185 parts of water were used. This concrete had the following properties: 1/4 inch (0.6 cms) slump, 75 minutes workability, compressive strengths of 3,500 psi (23.6 MPa) at 4 hours, 5,600 psi (37.8 MPa) at 1 day, 9,800 psi (66.2 MPa) at 7 days, and 11,900 psi (80.4 MPa) at 28 days. The same concrete as in Example 8 when mixed and cast in molds at ambient temperatures (73°F (22.7°C)), and immediately cooled to 6 ± 2° F (-14.4 ± 1.1°C), and warmed to ambient just prior to testing had compressive strengths of 2,900 psi (19.6 MPA) at 4 hours, 3,500 psi (23.6 MPA) at 1 day, and 4,200 psi (28 MPa) at 7 days. This was the same as Example 7, except that 195 parts of water were used. This concrete had the following properties: 6 inch (15.24 cms) slump, 90 minutes workability, compressive strengths of 2,800 psi (17.5 MPa) at 4 hours, 4,600 psi (31 MPa) at 1 day, 9,200 psi (62.1 MPa) at 7 days, and 11,100 (75 MPa) psi at 28 days. A binder was prepared similar to Example 1, except that 2.79 parts of potassium carbonate were used instead of 2.27 parts of potassium carbonate. A concrete was prepared employing the binder of Example 11 and other necessary materials as indicated below:
This concrete had the following properties: 0 inch slump, 65 minutes workability, compressive strengths of 4,200 psi (28.4 MPa) at 4 hours, 6,200 psi (41.9 MPa) at 1 day, 10,600 psi (71.6 MPa) at 7 days, and 12,000 psi (81 MPa) at 28 days. This was the same as Example 12, except that 185 parts of water were used. This concrete had the following properties: 1 1/2 inch (3.81 cms) slump, 60 minutes workability, compressive strengths of 3,700 psi (25 MPa) at 4 hours, 5,900 psi (39.9 MPa) at 1 day, 9,800 psi (66.2 MPa) at 7 days, and 11,500 psi (77.7 MPa) at 28 days. The same concrete as in Example 13, when mixed and cast in molds at ambient temperatures (73°F (22.7°C)) and immediately cooled to 6 ± 2° F (-14.4 ± 3.6°C), and warmed to ambient just prior to testing had compressive strengths of 3,200 psi (21.6 MPa) at 4 hours, 3,600 psi (24.3 MPa) at 1 day, and 4,300 psi (29 MPa) at 7 days. This was the same as Example 12, except that 195 parts of water were used. This concrete had the following properties: 4 inch (10.1 cms) slump, 80 minutes workability, compressive strengths of 2,800 psi (18.9 MPa) at 4 hours, 4,800 psi (32.4 MPa) at 1 day, 9,500 psi (64.1 MPa) at 7 days, and 11,200 psi (75.7 MPa) at 28 days. A binder was prepared similar to Example 1, except that 3.05 parts of potassium carbonate were used instead of 2.27 parts of potassium carbonate. A concrete was prepared employing the binder of Example 16 and other necessary materials as indicated below:
This concrete had the following properties: 0 inch slump, 35 minutes workability, compressive strengths of 4,200 psi (28.4 MPa) at 4 hours, 6,500 psi (43.9 MPa) at 1 day, 10,700 psi (22.3 MPa) at 7 days, and 12,400 (83.8 MPa) psi at 28 days. This was the same as Example 17, except that 185 parts of water were used. This concrete had the following properties: 3/4 inch (1.9 cms) slump, 45 minutes workability, compressive strengths of 3,900 psi (26.3 MPa) at 4 hours, 6,200 psi (41.9 MPa) at 1 day, 9,800 psi (66.2 MPa) at 7 days, and 12,200 psi (82.4 MPa) at 28 days. The same concrete as in Example 18, when mixed and cast in molds at ambient temperatures (73°F (22.7°C)) and immediately cooled to 6 ± 2° F (-14.4 ± 1.1°C) and warmed to ambient temperature just prior to testing, had compressive strengths of 3,400 psi (23 MPa) at 4 hours, 3,600 psi (24.3 MPa) at 1 day, and 4,300 psi (29 MPa) at 7 days. This was the same as Example 17, except that 195 parts of water were used. This concrete had the following properties: 2 1/2 inch (6.4 cms) slump, 55 minutes workability, compressive strengths of 3,000 psi (20.3 MPa) at 4 hours, 5,600 psi (37.8 MPa) at 1 day, 9,800 psi (66.2 MPa) at 7 days, and 12,000 (81 MPa) psi at 28 days. A binder was prepared consisting of:
A concrete was prepared employing the binder of Example 21 and other necessary materials as indicated below:
The various materials were mixed in a concrete mixer. The resulting concrete remained workable for 80 minutes. The concrete was mixed, cast in molds and cured at ambient temperatures (73° F (22.7°C)). This concrete had compressive strengths of 3,100 psi (20.9 MPa) at 4 hours, 5,200 psi (35.1 MPa) at 1 day, and 10,600 psi (71.6 MPa) at 3 days. A binder was prepared consisting of:
A concrete was prepared employing the binder of Example 23 and other necessary materials as indicated below:
The various materials were mixed in a concrete mixer. The resulting concrete remained workable for 115 minutes. The concrete was mixed, cast in molds, and cured at ambient temperatures (73°F (22.7°C)). This concrete had compressive strengths of 2,700 psi (18.2 MPa) at 4 hours, 5,100 psi (34.5 MPa) at 1 day, and 10,200 psi (68.9 MPa) at 3 days. A binder was prepared consisting of:
A concrete was prepared employing the binder of Example 25 and other necessary materials as indicated below:
The various materials were mixed in a concrete mixer. The concrete was mixed, cast in molds and cured at ambient temperatures (73°F (22.7°C)). This concrete had compressive strengths of 2,300 psi (15.5 MPa) at 2 hours, 3,300 psi (22.3 MPa) at 3 hours, and 3,800 psi (25.7 MPa) at 4 hours. A binder was prepared consisting of:
A concrete was prepared using the binder of Example 27 and other necessary materials as indicated below:
The various materials were mixed in a concrete mixer. The resulting concrete remained workable for 70 minutes. The concrete was mixed, cast in molds, and cured at ambient temperatures (73°F (22.7°C)). This concrete had compressive strengths of 4,000 psi (27 MPa) at 4 hours, and 5,600 psi (37.8 MPa) at 1 day. A binder was prepared similar to Example 1, except that a Class F fly ash was used insted of Class C fly ash, and 3.34 parts of potassium carbonate were used instead of 2.27 parts of potassium carbonate. A concrete was prepared employing the binder of Example 29 and other necessary materials as indicated below:
The various materials were mixed in a concrete mixer. The resulting concrete had a slump of 1 inch (254 cms). The concrete was cast in molds and cured at ambient temperatures (73°F (227°C)). This concrete had compressive strengths of 2,300 psi (15.5 MPa) at 4 hours, 4,500 psi (304 MPa) at 1 day, 9,600 psi (64.8 MPa) at 7 days, and 12,000 psi (81 MPa) at 28 days. The same concrete as in Example 30 when mixed and cast in molds at ambient temperatures (73°F (22.7°C)) and immediately cooled at 6 ± 2° F (-14.4 ± 1.1°C) and then warmed to ambient temperature just prior to testing, had compressive strengths of 1,700 psi (11.4 MPa) at 4 hours, 2,600 psi (17.6 MPa) at 1 day, 4,000 psi (27 MPa) at 7 days, and 5,800 psi (39.2 MPa) at 28 days. A binder was prepared consisting of:
WRDA 79 is a modified lignosulfate, with catalyst, meeting the requirements of ASTM C494-86 as a Type A admixture and Type D admixture. A concrete was preared employing the binder of Example 32 and other necessary materials as indicated below:
The various materials were mixed in a concrete mixer. The concrete was mixed, cast in molds and cured at ambient temperature (73°F (22.7°C)). This concrete had compressive strengths of 2,200 psi (14.9 MPa) at 4 hours, 5,300 psi (35.8 MPa) at 1 day, 11,400 psi (77 MPa) at 7 days, and 12,000 psi (81 MPa) at 28 days. The same concrete as in Example 33 when mixed and cast in molds at ambient temperatures (73°F (22.7°C)) and immediately cooled to 6 ± 2°F (-14.4 ± 1.1°C) and warmed to ambient temperature just prior to testing had compressive strengths of 900 psi (6.1 MPa) at 4 hours, 3,300 psi (22.3 MPa) at 1 day, 3,900 psi (26.3 MPa) at 7 days, and 6,300 psi (42.6 Mpa) at 28 days. A mortar was prepared employing the binder of Example 11 and other necessary materials as indicated below:
The various materials were mixed in a mortar mixer. The mortar was mixed and cast in molds at ambient temperature (73°F (22.7°C)). One third of the specimens were stored in ambient air (73°F (22.7°C)) and this mortar had compressive strengths of 13,000 psi (87.8 MPa) at 7 days, 14,700 psi (99.3 MPa) at 22 days, and 14,900 psi (100.7 MPa) at 29 days. One third of the specimens were immediately cooled to 6 ± 2°F (-14.4 ± 1.1°C) and subjected to repeated heatings to ambient temperature and cooling to 6 ± 2°F (-14.4 ± 1.1°C), in air. This mortar had compressive strengths of 9,500 psi (64.2 MPa) after ten cycles of cooling and heating (7 days age), 12,800 psi (86.5 MPa) after 15 cycles (22 days age), and 13,800 psi (93.2 MPa) after 20 cycles (29 days age). One third of the specimens were immediately cooled to 6 ± 2°F (-14.4 ± 1.1°C) and subjected to heating and cooling, in water. This mortar had compressive strengths of 8,800 psi (59.5 MPa) after ten cycles of heating and cooling (7 days age), 9,700 psi (65.5 MPa) after 15 cycles (22 days age), and 11,200 psi (75.7 MPa) after 20 cycles (29 days age). A binder was prepared consisting of:
A mortar was prepared employing the binder of Example 36 and other necessary materials as indicated below:
The various materials were mixed in a mortar mixer. The mortar was mixed and cast in molds at ambient temperatures (73°F (22.7°C)). This mortar when cured at ambient temperatures (73°F (22.7°C)) had compressive strengths of 3,100 psi (20.9 MPa) at 2 hours, 4,300 psi (29.1 MPa) at 3 hours, 4,700 psi (31.8 MPa) at 4 hours, 6,500 psi (43.9 MPa) at 1 day, and 12,000 psi (81 MPa) at 7 days. A binder was prepared, similar to Example 36, except that 2.15 parts of potassium carbonate were used instead of 1.88 parts of potassium carbonate. A mortar was prepared, similar to Example 37, except that the binder of Example 38 was employed. This mortar was cured at ambient temperatures (73°F (22.7°C)). This mortar had compressive strengths of 4,000 psi (27 MPa) at 2 hours, 4,400 psi (29.7 MPa) at 3 hours, and 4,800 psi (32.4 MPa) at 4 hours. With steam curing (190°F.) (87.8°C), the compressive strength was 7,300 psi (49.3 MPa) at 4 hours. A binder was prepared consisting of:
A mortar was prepared employing the binder of Example 40 and other necessary materials as indicated below:
The various materials were mixed in a mortar mixer. The mortar was mixed and cast in molds at ambient temperatures (73°F (22.7°C)). This mortar when cured at ambient temperatures (73°F (22.7°C)) had compressive strengths of 3,300 psi (23.3 MPa) at 2 hours, 4,300 psi (29 MPa) at 3 hours, and 4,500 psi (30.4 MPa) at 4 hours. A binder was prepared consisting of:
A concrete was prepared employing the binder of Example 42 and other necessary materials as indicated below:
The portland cement, 96% of the fly ash, metakaolin, and slag were preblended and added as a dry component to the concrete mixer. The remaining 4% of the fly ash, the citric acid, Cormix, and potassium carbonate were preblended and added separately as a second dry component. The resulting concrete remained workable for 140 minutes. The concrete was cast in molds and cured at ambient temperatures (73°F (22.7°C)). The concrete had compressive strengths of 2,900 psi (11.6 MPa) at 4 hours, 5,200 psi (35.1 MPa) at 1 day, 9,700 psi (65.5 MPa) at 7 days, and 11,400 psi (77 MPa) at 28 days. A binder was prepared consisting of:
A concrete was prepared employing the binder of Example 44 and other necessary materials as indicated below:
The portland cement, fly ash, metakaolin, and slag were preblended and added as a dry cement to the concrete mixer. The citric acid, Cormix, and potassium carbonate were added as liquid admixtures which were added at the mixer. The resulting concrete remained workable for 135 minutes. The concrete was cast in molds and cured at ambient temperatures (73°F (22.7°C)). The concrete had compressive strengths of 3,100 psi (21 MPa) at 4 hours, 5,500 (37.2 MPa) psi at 1 day, 10,000 psi (67.6 MPa) at 7 days, and 12,000 psi (81 MPa) at 28 days. A mortar, as in Example 35, was prepared employing the binder of Example 11. The various materials were mixed without an air entraining agent in a mortar mixer. Suitable specimens were cast and subjected to 300 repeated cycles of heating and cooling, as previously defined, in water. The Durability Factor for this material was 96, according to ASTM C666-84 Method A. A mortar, as in Example 46, was prepared and suitable specimens were cast and placed in a solution of sodium and magnesium sulfate, according to ASTM C1012-84. The average length change after 100 days of exposure to sulfate attack was 0.06% with no visible deterioration. A binder was prepared consisting of:
A concrete was prepared employing the binder of Example 48 and other necessary materials as indicated below:
The various materials were mixed in a concrete mixer. The concrete was cast in molds and cured at ambient temperatures (73°F (22.7°C)). This concrete had compressive strengths of 2,400 psi (16.2 MPa) at 4 hours and 5,400 psi (36.4 MPa) at 1 day. A mortar was prepared employing the binder of Example 48 and other necessary materials as indicated below:
The various materials were mixed in a mortar mixer. The mortar was mixed and cast in molds at ambient temperatures (73°F (22.7°C)). The specimens were stored in ambient air (73°F (22.7°C)) and this mortar had compressive strengths of 3,500 psi (23.6 MPa) at 4 hours and 6,700 psi (45.3 MPa) at 1 day. In the examples above, Class C fly ash had the following analysis:
The ground slag had the following analysis:
Thus, in accordance with the present invention, a composition has been given for a blended hydraulic cement for varying uses. This cement can be used with aggregates to form a concrete or mortar with high early strength, suitable for use under various curing conditions, resulting in a hardened material that can be placed in service in a matter of a few hours with high ultimate strengths and with good durability under freeze-thaw and sulfate attack. The invention should not be considered as limited to the specific examples shown, but only as set forth in the appended claims. |
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