HYDRAULIC INORGANIC COMPOSITION

Abstract: A hydraulic inorganic composition belonging to high-­ content sulfate slag cements and comprising: (a) water-­ granulated blast furnace slag fine dust... about 80 parts by weight (b) light-burned anhydrous gypsum or hemihy­ drate... about 20 parts by weight (c) a mixtrue of at least one compound selected from the group consisting of NaOH, KOH, Ca(OH)₂, CaO, Na₂CO₃, K₂CO₃ and CaCO₃ and at least one compound selected from the group con­ sisting of Mg(OH)₂, Al(OH)₃, MgO, Al₂O₃, NaCl, KCl, CaCl₂, MgCl₂, AlCl₃, Na₂SO₄, K₂SO₄, MgSO₄, Al(SO₄)₃ and MgCO₃ with a mixing proportion by weight of 1 : 1-1 :6... 0.1-5.0 parts by weight. A hydrated and cured product of this composition is high-early strength, light in weight and high in mechanical strength with suffering no weathering. Upon curing, it undergoes volume expension.

Description: SPECIFICATION HYDRAULIC INORGANIC COMPOSITION 1. Technical Field This invention relates to a hydraulic inorganic composition having high hydraulic caking speed, and per- mitting the rigid hydrate thereof to exhibit a rapid curing property, exceedingly high mechanical strength, low specific gravity, high corrosion resistance and appreciable curing expansion. That is, this invention relates to an improved slag cement containing a large amount of gypsum. 2. Background Art Heretofore, it has been known to the art that a. hydraulic inorganic composition prepared by adding 10 to 20 parts by weight of lightly calcined anhydrous gypsum or gypsum hemihydrate and not more than 5 parts by weight of portland cement or calcium hydroxide to about 80 parts by weight of a fine powder of granulated slag of blast furnace having a potential hydraulic property, namely, a so-called "high sulfate slag cement", can be used singly as a cheap cement substantially equal in properties to portland cement, or as a mixture with portland cement. (cif. Japanese "Encyclopaedia Chimica", Vol. 5, 1961, page 204, and Japanese Patent Application Publication No. 2617/64, page 6. ) However, the rigid hydrate of high sulfate slag cement of this kind tends to receive weathering on the surface thereof, so that this slag cement has been scarcely put to a practical use. 3. Disclosure of Invention An object of this invention is to improve the above-mentioned high sulfate slag cement, and to provide a hydraulic inorganic composition which produces a rigid hydrate exhibiting a rapid caking and curing properties, high mechanical strength, high corrosion resistance, appreciable curing expansion and high weathering resistance, and further can be used with or without mixing of aggregate. The object of this invention has been achieved by preparing a composition of the following components. Specifically, the composition of this invention contains, as two main components, about 80 parts by weight of fine powder of granulated blast furnace slag and about 20 parts by weight of a lightly calcined anhydrous gypsum or gypsum hemihydrate, as well as 0.1 to 5.0 parts by weight of additives including at least one compound acting as an alkaline curing irritant selected from the group consisting of sodium hydroxide, potassium hydroxide, calcium hydroxide, calcium oxide, sodium carbonate, potassium carbonate and calcium carbonate, and at least another compound acting as a neutral or nearly neutral curing accelerator selected from the group consisting of magnesium hydroxide, aluminium hydroxide, magnesium oxide, aluminium oxide, sodium chloride, potassium chloride, calcium chloride, magnessium chloride, aluminium chloride, sodium sulfate, potassium sulfate, magnesium sulfate, aluminium sulfate and magnesium carbonate; the weight ratio of the alkaline curing irritant to the curing accelerator ranging between 1 : 1 and 1 : 6. In place of calcium oxide used as a curing irritant mentioned above, it is possible to use portland cement containing fine free crystals of calcium oxide in the matrix of cement clinker substance. The composition of this invention exhibits a markedly rapid caking property. Specifically, the initial and final times of hydrate caking of this composition at a temperature of 200C are about 5 minutes and 7 minutes, respectively, as seen in many Examples hereinafter described, in contrast to about 2.5 hours and 3. 5 hours for the conventional portland cement or a conventional high sulfate slag cement, respectively, and about 4 hours and 5.5 hours for a portland cement mixed with 60 % by weight of fine powder of granulated slag, respectively. The average values of bending strength and compressive strength of the rigid hydrate of the present composition mixed with sand are shown in Table 1. Table 1 EMI4.1 <tb> <SEP> 1 <SEP> 1 <SEP> 3 <SEP> 7 <SEP> 28 <tb> Curing <SEP> tine <SEP> hour <SEP> day <SEP> days <SEP> i <SEP> days <SEP> days <SEP> <tb> Curing <SEP> time <SEP> hour <SEP> day <SEP> days <SEP> days <tb> Bending <SEP> 2 <SEP> 10 <SEP> 20 <SEP> 80 <SEP> 100 <SEP> , <SEP> <SEP> 110 <tb> strength <SEP> (kg/cm <SEP> ) <SEP> I <SEP> <tb> Compressive <SEP> 2 <SEP> 60 <SEP> 1160 <SEP> 340 <SEP> 410 <SEP> 450 <tb> strength <SEP> (kg/cm <SEP> <tb> These mechanical strength tests were carried out in accordance with the standard method specified in JIS R 5201 for portland cement. Although the mixing ratio of cement to the standard sand being set at 1 : 2 for the case of portland cement, said mixing ratio was set at 1 : 1 in the case of this composition, and the watercement ratio was set at 37 %. The other conditions were the same as those specified in said JIS R 5201. Table 2 shows the results of comparative tests for bending strength and compressive strength applied to the rigid hydrates of an ordinary portland cement, early high-strength portland cement and conventional high sulfate slag cement. Table 2 EMI5.1 <tb> <SEP> Strength <SEP> Bending <SEP> - <SEP> (kg/cm2) <SEP> Compressive <SEP> - <SEP> 2) <tb> <SEP> (ks/cm2) <SEP> (ks/cm2) <tb> <SEP> \ <SEP> 1 <SEP> 7 <SEP> ! <SEP> 28 <SEP> 1 <SEP> i <SEP> 7 <SEP> 1 <SEP> 28 <tb> Kind <SEP> \ <SEP> day <SEP> days <SEP> days <SEP> day <SEP> ss <SEP> days <SEP> days <tb> of <SEP> cement <tb> Portland <SEP> cement <SEP> - <SEP> 46.8 <SEP> 69.2 <SEP> - <SEP> 206 <SEP> 404 <tb> Early <SEP> high- <SEP> X <tb> Early <SEP> portland <SEP> high <tb> strength <SEP> portland <SEP> 23.7 <SEP> ; <SEP> 61.3 <SEP> i <SEP> 77.4 <SEP> 78.0 <SEP> 333 <SEP> 432 <tb> cement <SEP> I <tb> <SEP> onventional <SEP> i <tb> <SEP> high <SEP> sulfate <SEP> 6.7 <SEP> , <SEP> 57.7 <SEP> 87.1 <SEP> 18.4 <SEP> 258 <SEP> 392 <tb> slag <SEP> cement <tb> As seen from Tables 1 and 2, the cement of this invention permits achieving the one day compressive strength of the conventional early high-strength portland cement in about one hour, and also permits an increase in compressive strength with curing period of time markedly higher than those for the conventional cements. The conventional portland cement gives rise to some shrinkage of volume in the hydration step. Therefore, the rigid hydrate of portland cement alone is always accompanied with cracks. In order to avoid the crack occurrence, at least 2 parts by weight of sand should be mixed therewith as an aggregate to 1 part by weight of the cement. This accounts for the specification of JIS R 5201 that the standard sand twice the amount of the cement should be mixed at the preparation of the cement paste. However, a slight curing expansion is accompanied with the cement of this invention even when a paste of the cement alone is cured, so that any crack does not occur in the cured substance at all. In the test of mechanical strength with the cement of this invention mentioned afore, the mixing ratio of cement to standard sand was set at 1 : 1 in order to make the test conditions close to those specified in JIS R 5201. Of cource, it is possible practically to mix aggregates such as sand, gravel and crushed rock in view of economy with regard to the cement of this invention. However, this invention is featured in that a paste or sludge of this invented cement alone can be used as a molding, filling or wall covering material without using any aggregate. Particularly, in the case of single use of the cement of this invention, the rigid hydrate obtained exhibits mechanical strengths wonderfully higher than those in the cases of conventional aggregate-mixed cements as seen from Examples described later. The hydraulic inorganic composition of this invention is a cement prepared by adding a small amount of novel curing accelerator to the known slag cement containing a large amount of calcium sulfate, said slag cement containing a small amount of conventional alkaline curing irritant. Although the physical or chemical reasion for the above-noted prominent effects brought by the addition of a small amount of curing accelerator has not yet been clarified, it is supposed that a particular synergistic effect would be produced by the alkaline curing irritant and the curing accelerator, leading to the faborable results described afore. As mentioned previously, it is possible to mix aggregates such as sand, gravel and crushed rock with the cement of this invention. It is also possible to use as the aggregate a granulated blast furnace slag, which is not pulverized and has an appropriate grain size. In this case, the surface of granulated slag will show a slight activity in the reaction of rigid hydrate, being advantageous over the general aggregates. In contrast to at least 2.4 of specific gravity of the rigid hydrates of ordinary cements, the rigid hydrate of the cement alone of this invention has a specific gravity of 1.8 at most. This property of lightness is very advantageous in the design and engineering of public work and architecture in general. In addition, the rigid hydrate of this single cement forms a dense coagulation which contributes to low water permeability and high resistance to weathering for a long period of time. Furthermore, this rigid and light hydrate has a fire resistance, so that it can be used as a fire resistant material or thermal insulating material. In general, the blast furnace slag contains as main components 30 to 35 % by weight of SiO2, 15 to 20 % by weight of AP203 and 40 to 50 % by weight of CaO as well as small amounts of Fe203 and MgO. By rapid cooling of this liquid slag flown out of a blast furnace with a torrent of water, a granular substance having a particle size distribution of wide range can be obtained. This substance has a potential hydraculic property. One of the main raw materials of the cement of this invention is prepared by pulverizing the thus obtained dry granulated slag to the extent of portland cement. If necessary, it is possible to mix a required amount of an ordinary cement as a bulk filler with the cement of this invention. The ordinary cements include portland cement, early high-strength portland cement, alumina cement, and white cement. It is also possible to add a weight saving material such as fine powder of perlite in order to make the cured cement more light weight. When the composition of this invention is to be caked slowly, it is sufficed by adding a suitable amount of known caking retardant such as glue, gelatin, peptone, starch, sodium lignin sulfonate, sodium tartarate, sodium succinate, borax and sodium phosphate. When the composition of this invention is used as a grouting material, which requires a rapid caking property, it is better to add to suitable amount of known caking activator such as (NH4)2SO4 CaSO4, ZnSO4, FeSO4, CuSO4, NaHSO4, KHSO4, or collidal silica. Since the rigid hydration of this cement accompanies some curing expansion as described previously, the composition of this invention is very suitable for the material of grouting. 4. Best Mode of Carrying Out the Invention Example 1 A composition of this invention was obtained by adding 0.5 part by weight of slaked lime as an alkaline curing irritant and 1.0 part by weight of magnesia as a curing accelerator to a mixture of 80 parts by weight of granulated blast furnace slag dried and pulverized to the extent of portland cement and 20 parts by weight of by-product gupsum hemihydrate. A paste prepared by adding 40 parts by weight of water to the composition obtained, followed by kneading, was found to exhibit a flow value of about 200 mm as determined by the method specified in JIS R 5201. The paste was also subjected to a caking test under JIS R 5201, with a result that the initial and final times of hydrate caking were found to be 5 minutes and 7 minutes, respectively. The mechanical strengths of rigid hydrate of the plate were as follows: EMI10.1 <tb> <SEP> Curing <SEP> 1 <SEP> 1 <SEP> 3 <SEP> 7 <SEP> 28 <tb> <SEP> ¯ <SEP> time <tb> Strength <SEP> \ <SEP> hour <SEP> day <SEP> days <SEP> days <SEP> days <tb> Bending <SEP> 17.5 <SEP> 22 <SEP> 72 <SEP> 1 <SEP> 92 <SEP> 122 <tb> (as9/cn2) <SEP> <tb> <SEP> ( & g/cm2) <SEP> 73.5 <SEP> 153 <SEP> 365 <SEP> 650 <SEP> 710 <tb> Such a wonderfully high mechanical strength of cured cement for practical use has never been known in the art. The rigid substance obtained had a specific gravity of about 1.8, whereas the specific gravity of conventional concretes being about 2.4. Substantially the same results as the above were obtained when fine powder of calcium oxide or calcium carbonate was used instead of slaked lime as the curing irritant. Example 2 A cement paste was prepared by adding 36 parts by weight of water to a fine powder composition consisting of 80 parts by weight of granulated blast furnace slag, 20 parts by weight of by-product¯gypsum hemihydrate, 3 parts by weight of portland cement as in alkaline curing irritant, 1 part by weight of magnesium chloride as a curing accelerator, and 0.01 part by weight of sodium lignin sulfonate as a caking retardant. The paste was found to exhibit a flow value of about 200 mm, initial time of hydrate caking of about 45 minutes, and final time of hydrate caking of about 1 hour. The mechanical strengths of the rigide hydrate of the paste were as follows: EMI11.1 <tb> <SEP> Curing <SEP> time <SEP> 3 <SEP> 3 <SEP> 7 <SEP> | <SEP> 28 <tb> Strength <SEP> day <SEP> days <SEP> | <SEP> days <SEP> s <SEP> days <tb> Bending <SEP> - <SEP> (kg/cm2) <SEP> 22 <SEP> 63 <SEP> | <SEP> 82 <SEP> | <SEP> 122 <tb> Compressive <SEP> - <SEP> (kg/cm2) <SEP> 146 <SEP> 320 <SEP> 560 <SEP> 1 <SEP> 630 <tb> Substantially the same results were obtained when aluminium chloride or magnesium carbonate was substituted for magnesium chloride as the curing accelerator. Example 3 A cement paste was prepared by adding 36 parts by weight of water to a fine powder composition consisting of 80 parts by weight of granulated blast furnace slag, 20 parts by weight of by-product gypsum hemihydrate, 0.5 part by weight of slaked lime, 3 parts by weight of calcium chloride, 3 parts by weight of portland cement, and 0.2 part by weight of sodium lignin sulfonate. The paste was found to exhibit a flow value of about 200 mm, initial time of hydrate caking of about 30 minutes and final time of hydrate caking of about 45 minutes. The mechanical strength of the rigid hydrate of this paste was as follows: EMI12.1 <tb> Curing <SEP> time <SEP> 1 <SEP> 7 <SEP> 14 <SEP> | <SEP> 28 <tb> Strength <SEP> < <SEP> day <SEP> days <SEP> days <SEP> days <tb> Bending <SEP> - <SEP> (kg/cm2) <SEP> 25 <SEP> 110 <SEP> 140 <SEP> 148 <tb> Compressive <SEP> - <SEP> (kg/cmê) <SEP> 183 <SEP> 480 <SEP> 1 <SEP> 620 <SEP> 730 <tb> Example 4 A paste of cement mortar was prepared by adding 100 parts by weight of sand acting as an aggregate and 37 parts by weight of water to a fine powder composition consisting of 80 parts by weight of granulated blast furnace slag, 20 parts by weight of by-product gypsum hemihydrate, 0.5 part by weight of calcium hydroxide, 3 parts by weight of calcium chloride and 0.2 part by weight of sodium lignin sulfonate. The paste of cement mortar obtained was found to exhibit a flow value of 179 mm, initial time of hydrate caking of about 30 minutes and final time of hydrate caking of about 45 minutes. The mechanical strength of the rigid hydrate of this motor was as follows: EMI12.2 <tb> <SEP> Curing <SEP> time <SEP> 1 <SEP> 3 <SEP> 7 <SEP> - <SEP> 28 <tb> Strength <SEP> < <SEP> day <SEP> days <SEP> days <SEP> days <tb> Bending <SEP> - <SEP> (kg/cm2) <SEP> 20 <SEP> 20 <SEP> 86 <SEP> 101 <SEP> 110 <tb> Compressive <SEP> - <SEP> (kg/cm2) <SEP> 163 <SEP> 346 <SEP> 407 <SEP> 448 <tb> The 28 days-cured rigid substance of this cement mortar was subjected to a water permeability test by the method specified in JIS A 1401, the result being shown below. Also shown for comparison is the water permeability for the case where portland cement was used in place of the cernent of this invention. In this case, the cement-sand ratio was 1 : 3, and the flow value was 160 mm. Amount of permeated water permeability = water (g) Water permeability = Dry rigid substance x 100 before test (g) EMI13.1 <tb> Items <SEP> Water <SEP> Pressing <SEP> Dried <SEP> Perme- <SEP> Water <tb> <SEP> pressure <SEP> time <SEP> rigid <SEP> ated <SEP> perme <tb> <SEP> \ <SEP> (g/cm <SEP> ) <SEP> (hour) <SEP> sample <SEP> water <SEP> ability <tb> Cement <SEP> \ <SEP> (g) <SEP> (g) <SEP> (%) <tb> This <SEP> invention <SEP> 100 <SEP> | <SEP> 1 <SEP> 1370 <SEP> | <SEP> 13 <SEP> 0.95 <tb> This <SEP> invention <SEP> 2000 <SEP> | <SEP> 1 <SEP> 1370 <SEP> | <SEP> 22 <SEP> | <SEP> 1.60 <tb> Portland <SEP> cement <SEP> 100 <SEP> 1 <SEP> 1 <SEP> 1560 <SEP> 1 <SEP> 57 <SEP> ! <SEP> 3.65 <tb> The rate of length change for the cured rigid substance of this cement mortar was measured by the method specified in JIS A 1129, the result being shown in the following table. The sample was cured under a natural atmosphere and relative humidity of 80 % at a temperature of 200C. For comparison, also shown in the following table are the test values for the case using portlant cement instead of the cement of this invention. In this case, the cement-sand ratio was 1 : 2, and the water-cement ratio was also 1 : 2. EMI14.1 <tb> <SEP> Cement <SEP> Rate <SEP> of <SEP> length <SEP> change <SEP> Rate <SEP> of <SEP> length <SEP> change <tb> <SEP> using <SEP> the <SEP> invented <SEP> using <SEP> portland <SEP> cement <tb> Time <SEP> X <SEP> cement <SEP> (x10'4) <SEP> (x10'4) <tb> <SEP> (day) <tb> <SEP> Initial <SEP> -0.00 <SEP> 0.00 <tb> <SEP> 1 <SEP> + <SEP> 6.59 <SEP> 0.00 <tb> <SEP> 3 <SEP> + <SEP> 0.86 <SEP> - <SEP> 0.50 <tb> <SEP> 7 <SEP> - <SEP> 0.73 <SEP> - <SEP> 5.20 <tb> <SEP> 14 <SEP> - <SEP> 0.38 <SEP> - <SEP> 6.50 <tb> <SEP> 28 <SEP> + <SEP> 2.15 <SEP> - <SEP> 7.60 <tb> <SEP> 56 <SEP> + <SEP> 1.54 <SEP> - <SEP> 7.80 <tb> Example 5 A cement paste was prepared by adding 20 parts by weight of fine perlite powder having an apparent specific gravity of 0.15, which was used as a weight saving material, and 45 parts by weight of water to a fine powder composition consisting of 80 parts by weight of granulated blast furnace slag, 20 parts by weight of lightly calcined anhydrous gypsum, 0.5 part by weight of sodium carbonate and 3 parts by weight of portland cement as a curing irritant, respectively, and 3 parts by weight of magnesium carbonate as a curing accelerator. The paste was found to exhibit a flow value of about 180 mm. The cured rigid substance obtained from this paste had a specific gravity of about 1.0. The mechanical strength of the rigid hydrate obtained from this paste was as follows: EMI15.1 <tb> <SEP> Curing <SEP> time <SEP> 1 <SEP> 3 <SEP> 7 <SEP> 1 <SEP> 28 <tb> Strength <SEP> < <SEP> day <SEP> days <SEP> 1 <SEP> days <SEP> days <tb> Bending <SEP> - <SEP> (kg/cm2) <SEP> 17.6 <SEP> 31.3 <SEP> 43.6 <SEP> 45.3 <tb> Compressive <SEP> - <SEP> /cm2) <tb> Compressive <SEP> - <SEP> (kg/cm2) <SEP> 45.2 <SEP> 120.5 <SEP> 140.1 <SEP> 230.2 <tb> Example 6 A paste was prepared by agitating a mixture consisting of 80 parts by weight of finely pulverized granulated blast furnace slag, 20 parts by weight of gypsum hemihydrate, 0.5 part by weight of sodium sulfate, 0.5 part by weight of sodium hydroxide and 40 parts by weight of water. The paste obtained was found to exhibit a flow value of about 200, initial time of hydrate caking of 5 minutes and final time of hydrate caking of 7 minutes. The mechanical strength of the rigid hydrate obtained from this paste was as follows: EMI15.2 <tb> <SEP> Curing <SEP> time <SEP> 1 <SEP> 1 <SEP> 3 <SEP> 7 <SEP> 28 <tb> Strength <SEP> < <SEP> hour <SEP> day <SEP> days <SEP> days <SEP> days <tb> Beding <SEP> - <SEP> (kg/cm2) <SEP> ! <SEP> 15 <SEP> 22 <SEP> 69 <SEP> 86 <SEP> 110 <tb> Compressive <SEP> - <SEP> (kg/cm2) <SEP> | <SEP> 62 <SEP> 120 <SEP> 320 <SEP> |520 <SEP> 520 <SEP> | <SEP> 650 <tb> The rigid hydrate was left exposed to the atmosphere for one year, but weathering was not appeared on the surface of rigid substance. Substantially the same results were obtained when magnesium carbonate was used instead of sodium sulfate in the experiment mentioned above. Also, potassium hydroxide could be substituted for sodium hydroxide with similar results. Example 7 A cement paste was prepared by adding 80 parts by weight of portland cement as a cementing material and 70 parts by weight of water to a hydraulic composition consisting of 80 parts by weight of finely pulverized granulated blast furnace slag, 20 parts by weight of gypsum hemihydrate, 1 part by weight of calcium hydroxide and 3 parts by weight of calcium chloride. The paste obtained was found to exhibit a flow value of about 200 mm, initial time of hydrate caking of 6 minutes and final time of hydrate caking of 10 minutes. This mixed cement was exceedingly suitable for grouting. The mechanical strength of the rigid hydrate of this paste was as follows: EMI16.1 <tb> Curing <SEP> time <SEP> 1 <SEP> 3 <SEP> 7 <SEP> | <SEP> 28 <tb> Strength <SEP> < <SEP> day <SEP> days <SEP> days <SEP> days <tb> <SEP> 2 <tb> Bending <SEP> - <SEP> (kg/cm2) <SEP> 17.7 <SEP> 48.6 <SEP> 70.6 <SEP> 120.6 <tb> Compressive <SEP> - <SEP> (kg/cm2) <SEP> I <SEP> 39.3 <SEP> 141.5 <SEP> 230.2 <SEP> 1 <SEP> 520.6 <tb> Example 8 A sludge of high fluidity was prepared by adding 55 parts by weight of water to a hydraulic composition of this invention consisting of 80 parts by weight of fine powder of granulated blast furnace slag, 20 parts by weight of gypsum hemihydrate, 0.5 part by weight of calcium hydroxide, 1.0 part by weight of magnesium oxide, and 0.4 part by weight of sodium lignin sulfonate, followed by stirring the mixture sufficiently. The sludge obtained was found to exhibit a flow value of 320 mm as determined by a special method. Since this special method was not specified in JIS, the following specifically determined method was employed. That is, a cylindrical tube, of which inner diameter and height being 50 mm and 100 mm, respectively, was set up on the center of level surface of a glass plate having 500 mm x 500 mm area. After pouring the sample of the above-mentioned sludge into the cylindrical tube in full volume, only the cylindrical tube was removed promptly on the upward direction, with the result of wide spreading of the sludge on the glass plate. Then, the largest diameter of the spread and the diameter of rectangular direction thereto were measured. The average of these two diameters was acknowledged as the flow value in this case. The sludye thus obtained was poured into an open broad box having a depth of 15-mm, so that the surface of poured sludge was naturally maintained horizontal. The sludge exhibited initial and final times of hydrate caking of about 2 hours and 3.5 hours, respectively, as well as a specific gravity of 2.0. The rigid molded mass was taken out of the open box and cured at a temperature of 200C under a natural atmosphere for 28 days, thereby obtaining a tough plate of light weight having a smooth surface. The plate obtained had a bending strength of 63 kg/cm2 and a compressive strength of 210 kg/cm2. The above-mentioned method could permit a smooth floor finishing only by pouring the sludge onto a rough surface of concrete floor without a leveling step. 5. Industrial Applicability Compared with all the conventional cements, the cement of this invention exhibits extremely rapid hydrate caking properties, and permits to provide a rigid hydrate having exceedingly high mechanical strength, low specific gravity, slight curing expansivity and freedom from weathering. Further, two main raw materials of granulated slag and gypsum are very cheap by-products of blast furnace and fuel-desulfurizing operation. There is no neccesity of making a clinker with a result of fuel saving. The additives are also very cheap material. Therefore, the cement of this invention can be utilized far effectively, efficiently and economically than ever for general engineering works, construction works, wall-coating works, production of molded articles, grouting works and repairing works in place of the conventional cements.

Claims: Claim: 1. A hydraulic inorganic composition which consists of about 80 parts by weight of finely pulverized granulated blast furnace slag and about 20 parts by weight of a lightly calcined anhydrous gypsum or gypsum hemihydrate as the main components, at least one additive of alkaline curing irritant selected from the group consisting of sodium hydroxide, potassium hydroxide, calcium oxide, sodium carbonate, potassium carbonate and calcium carbonate, and at least one another additive of neutral or nearly neutral curing accelerator selected from the group consisting of magnesium hydroxide, aluminium hydroxide, magnesium oxide, aluminium oxide, sodium chloride, potassium chloride, calcium chloride, magnesium chloride, aluminium chloride, sodium sulfate, potassium sulfate, magnesium sulfate, aluminium sulfate and magnesium carbonate, the mixing weight ratio of the curing irritant to the curing accelerator ranging between 1 : 1 and 1 : 6. 2. The hydraulic inorganic composition of claim 1, wherein portland cement is substituted for calcium oxide as a curing irritant. 3. The hydraulic inorganic composition of claim 1, wherein said composition further includes optional amounts of conventional cement as a bulk filler. 4. The hydraulic inorganic composition of claim 1, wherein said composition further includes sand, gravel or granulated slag of blast furnace as an aggregate. 5. The hydraulic inorganic composition of claim 1, wherein said composition further includes a weight saving material. 6. The hydraulic inorganic composition of claim 5, wherein a fine powder of perlite is used as the weight saving material. 7. The hydraulic inorganic composition of claim 1, wherein the composition further includes a caking retardant. 8. The hydraulic inorganic composition of claim 1, wherein the composition further includes a caking activator.

Inventors: MATUDA, YUKIO, TAKASE, KIYOSHI
Applicants: KABUSHIKI KAISHA KOMURO
Application year: 1980
Main classification: C04B7
IPC codes: C04B28, C04B7