A CEMENT COMPOSITION AND METHODS FOR PRODUCING SAME

Abstract: A cement composition comprising 1) a cement containing water-soluble chromate and 2) at least one manganese(II) compound in an amount sufficient to reduce the amount of water-soluble chromate to at the most 2 mg of Cr(VI) per kg of the cement, the determination of the chromate content being carried out by elution of the composition in water for 15 minutes at a water/cement ratio of 1, filtration, and determination of the chromate content in the filtrate.

Description: A Cement Composition and Methods for Producing Same FIELD OF THE INVENTION The present invention relates to a cement composition with reduced content of water-soluble chromate, a method for reducing the amount of water-soluble chromate in a cement composition, and to methods for producing a cement composition with reduced content of water-soluble chromate. BACKGROUND OF THE INVENTION It is well known that water-soluble chromate in cement gives rise to allergic reactions in workers subjected to contact with cement-con¬ taining products. In particular, construction workers who are subjec¬ ted to regular skin contact with wet cement such as wet cement paste, wet mortar, and concrete mixes, have a risk of contracting chromate- related eczema. It is known to reduce the content of water-soluble chromate in a cement composition by addition of ferrous sulphate. The ferrous sulphate may be added, e.g., during the preparation of cement-contai¬ ning mixes or during manufacture of the cement, vide e.g. WO 82/02040. The iron(II) sulfate reduces Cr +6 to Cr +3 , the latter having low solubility in cement-water mixes. The reaction between Fe +2 and Cr + ° takes place in aqueous solution, e.g. when water is added to a cement containing iron(II) sulfate. SUMMARY OF THE INVENTION It has now been found that manganese(II) compounds are effective for reducing the content of water-soluble chromate in cement composi¬ tions. Manganese(II) compounds, even in technical grade, have the advantage that they can be easily milled or ground to a small par¬ ticle size well suited for addition to cement or cement compositions to obtain a satisfactorily homogeneous distribution. Some mangane- se(II) compounds such as manganese(II) sulfate have the advantage that they are oxidation stable in dry cement compositions even at high temperature, are available as dry free-flowing powders in tech¬ nical grades and have high chromate-reduction efficiency when they are interground with cement. DETAILED DISCLOSURE OF THE INVENTION Thus, in one aspect, the invention relates to a cement composition comprising 1) a cement containing water-soluble chromate and 2) at least one manganese(II) compound in an amount sufficient to reduce the amount of water-soluble chromate to at the most 2 mg of Cr(VI) per kg of the cement, the determination of the chromate content being carried out by elution of the composition in water for 15 minutes at a water/cement ratio of 1, filtration, and determination of the chromate content in the filtrate. The cement is one which, if no measures are taken, contains water- soluble chromate in amounts which are objectionable from a health hazard point of view, typically amounts of above 2 mg of Cr(VI) per kilogram of the cement, determined as described above, this determination preferably being performed in accordance with Danish Standard DS 1020. In this standard method, an agent which forms a coloured complex with chromate, i.e. s-diphenyl carbazide, is added to the filtrate obtained following elution of the cement, whereupon the intensity of the coloured complex is measured spectrophotometri- cally, and converted into content of water-soluble chromate by means of a calibration curve. As will be understood, the content of water- soluble chromate in the filtrate may also be measured in other sui- table manner. It is normally preferred that the manganese(II) compound is present in the composition in an amount sufficient to reduce the amount of water-soluble chromate to at the most 1 mg, preferably at the most 0.5 mg, in particular at the most 0.1 mg, especially at the most 0.01 mg of Cr(VI) per kg of the cement component. The amount of manganese(II) compound sufficient to obtain the above reduction in the content of water-soluble chromate will typically be an amount representing a molar excess, calculated on the chromate, and thus, the minimum amount of manganese(II) compound is dependent on the natural content of water-soluble chromate in the cement in question. However, as a guideline, the manganese(II) compound may be present in an amount corresponding to from 1 to 1000 mmol manganese- (II) per kg of the cement component, in particular an amount corre¬ sponding to 5-100 mmol manganese(II) per kg of the cement, preferably 10-60 mmol per kg of the cement. The manganese(II) compound may be a manganese(II) salt; a salt con¬ taining manganese(II) , a partly oxidized manganese(II) salt; a pro- duct containing manganese(II) such as particles containing mangane- se(II) or a manganese(II)-containing amorphous phase, e.g. a glass phase. As suitable examples of the manganese(II) compound may be mentioned a salt with a mineral acid or with an organic acid. The mineral acid salt may be the sulfate, hydrogen sulfate, chloride, bromide, car¬ bonate, nitrate, nitrite, sulfite, sulfide, disulfide, dithionate, thiosulfate, thiocyanate, hydroxide, oxide, monohydrogen phosphate, dihydrogen phosphate, silicate or hydrates thereof, preferably the sulfate. It may also be a double salt such as ammonium manganese(II) sulfate or potassium manganese(II) sulfate. The organic acid salt may, e.g., be a carboxylic acid salt such as a salt with an alkanoic acid such as formic acid or acetic acid, or a salt with a hydrocar- boxylic acid such as lactic acid, tartaric acid, citric acid, glu- conic acid or malic acid or a salt with a sulfonic acid such as methylsulfonic acid, a naphtalene sulfonic acid or a melamine sul¬ fonic acid. Another example of a manganese(II)-containing compound is manganese(II) oxide sulfate. The manganese(II) compound may typically be manganese(II) sulfate such as a technical grade manganese(II) sulfate, preferably contain- ing more than 20%, in particular more than 25%, especially more than 31% by weight of manganese, and it may be hydrated, such as mono- hydrated or partially monohydrated. Manganese(II) sulfate has several advantages, i.a. that it is available as a dry free-flowing powder even in technical grades, that technical grades are available as a fine powder, that it is oxidation stable even at high temperature, that it is cheap since it is available as a byproduct from the prepa¬ ration of hydroquinone, and that it has high efficiency as a chroma¬ te-reducing agent for cement particularly when it is interground with cement. Furthermore, anganese(II) sulfate is not very hygroscopic and is available as MnSO^^O in technical grades. The manganese(II) compound may also be a manganese(II)-containing mineral, e.g. szmikite, rhodochrosite, manganosite, alabandite, punite, manganosiderite, oligonite, or manganolangbeinite. A suitable manganese(II) compound may be a soluble manganese(II) salt, e.g. manganese(II) sulfate or manganese(II) acetate but the manganese(II) compound may also be of low solubility, e.g. mangane- se(II) carbonate. It is preferable that a manganese(II) compound with low solubility has a high specific surface area. This may for example be obtained by intergrinding the manganese(II) compound with the cement. Manganese(II) sulfate is a soluble salt with a solubility of 985 g MnSO^.^O per liter of solution at 48°C. Even though manganese(II) sulfate is a soluble salt it has surprisingly been found that the efficiency can be increased by fine-grinding. Thus, in the cement composition of the invention, a reduced dosage of manganese(II) sulfate is required to reduce water soluble chromate when the man¬ ganese(II) sulfate is fine-ground. Fine-grinding of the manganese(II) sulfate as well as other mangane¬ se(II) compounds may be done by intergrinding the manganese(II) compound with cement to a specific surface of the cement composition according to Blaine of more than 250 m 2 /kg preferably more than 300 m 2 /kg and most preferably more than 400 m ** -/kg. In a preferred embodiment, the manganese(II) compound Is manganese- (II) sulfate which is present in the cement composition in an amount of 0.01-10 % by weight, in particular 0.1-1% by weight of cement. It is especially interesting to note that suitable manganese(II) compounds may be ground or milled to a small particle size which may easily be distributed evenly in a dry composition, e.g. a mean par¬ ticle size below 0.1 mm, preferably below 0.05 mm, in particular below 0.02 mm. The cement may be any cement which contains a water-soluble chromate in an unacceptable amount. Common examples of such cements are Port¬ land cements such as ordinary Portland cement, rapid hardening ce¬ ment, and super rapid hardening cement; belite cement; low heat cement; blended cements; slag cements; puzzolan cements; and the like, in particular Portland cements and blended cements. In addition to the cement and the manganese(II) compound, the compo¬ sition of the invention may further contain at least one material selected from aggregate material, reinforcing material, water, slaked lime, and cement and concrete additives. The aggregate material may, e.g., be selected from fine aggregate such as sand, and coarse aggregate such as stone. The cement or concrete additive may, e.g., be a retarding agent, a concrete plasticiser or superplasticiser, or an air entraining agent. The composition of the invention may be in dry or wet form. A prefer¬ red composition is a composition in dry form wherein the manganese- (II) compound is in the form of particles having a particle size as mentioned above. The invention also relates to a method for reducing the amount of water-soluble chromate in a cement composition, said method compri¬ sing adding to the composition during the manufacture thereof a manganese(II) compound in an amount sufficient to effect a reduction in the content of water-soluble chromate to at the most 2 mg of Cr(VI) per kg of the cement, in particular at the most 1 mg, prefe¬ rably at the most 0.5 mg, Cr(VI) per kg of the cement, the determina¬ tion of the chromate content being carried out as mentioned above. The addition of the manganese(II) compound may be carried out in a number of ways and at any of a number of stages of the preparation of the cement or the cement-containing composition. Thus, the addition of the manganese(II) compound may, e.g., be carri- ed out 1) by addition to cement clinker prior to or during grinding there¬ of; 2) by addition to semi-ground cement clinker; 3) by addition to a component added during the production of ce- ment; 4) by addition of the compound as a concentrated aqueous solution to clinker in such a manner that the solution is evaporated; 5) by addition to cement powder prior to or during transfer thereof to a storage container or to a transport vehicle or prior to or during packaging thereof; 6) by addition to cement powder during transfer thereof from a transport vehicle to a storage container; 7) by addition to cement powder or a composition containing cement powder prior to mixing thereof with water; 8) by addition of the compound as a solution in cement mixing water; or 9) by addition of the compound in dry form or as an aqueous suspen¬ sion or solution prior to, during or after the mixing of cement powder or a composition containing cement powder with water. When the manganese(II) compound is added to cement clinker prior to or during grinding of the clinker or to semi-ground clinker, the addition may, e.g., be performed by means of a pneumatic transport system where the dosage of manganese(II) compound is controlled by means of a worm transporting device. Addition of the manganese(II) compound to a component added during the production of cement may be by addition in admixture with e.g. gypsum, fly ash, slag, limestone, or similar components. The addition of the manganese(II) compound as a concentrated solution to clinker in such a manner that the solution is evaporated may be performed by adding the solution to the clinker shortly after the rotary kiln while the clinker are still warm, or during the grinding of the clinker where the clinker are heated mechanically. Addition of the manganese(II) compound to a cement or a cement compo¬ sition during transfer thereof to a storage container or a transport vehicle, prior to packaging thereof, or during transfer thereof from a transport vehicle to a storage container may be performed by means of well-known techniques. Thus, the cement or cement composition may typically be transferred by means of a pneumatic transport system which incorporates a system for pneumatic addition of the manganese- (II) compound in a well-known manner to the stream of cement or cement composition during the transfer thereof. When adding the manganese(II) compound to cement or cement composi¬ tion prior to the mixing thereof with water, the manganese(II) com¬ pound may be mixed in dry form with the cement or cement composition to give a homogeneous mixture. A particularly interesting example of this aspect is the addition of a manganese(II) compound during the manufacture of a dry mortar mix consisting of cement powder, sand, slaked lime and concrete additives. When adding the manganese(II) compound as a solution in cement mixing water, the concentration of manganese(II) compound is adjusted ac¬ cording to the amount of manganese(II) compound and the amount of water required. Alternatively, the solution of manganese(II) compound may be more concentrated and constitute only part of the total amount of water required. It may be summarised that when conducting the addition of a mangane- se(II) compound to a cement or cement composition at e.g. one of the above outlined steps, the manganese(II) compound may be supplied to the cement or cement composition as a wet powder; a solution; a concentrated solution; a dry, free-flowing powder; or mixed or inter¬ ground with an inert powder to facilitate handling. The invention is further illustrated by the following non-limiting examples. EXAMPLE 1 Methods Determinations of water-soluble chromate were carried out according to Danish Standard DS 1020 as described in detail below. Measurements of the total reduction capacity of the cement mixes were also carried out. The reduction capacity is a measure of the excess reducing capacity present in the mixes, i.e. the ability to reduce added chromate. The reduction capacity was determined by extracting the cement mixes with solutions of potassium dichromate containing 50 and 100 mg of Cr + ° pr. kg solution. The cement was extracted for 15 minutes at a water/cement ratio of 1. The reduction capacity was calculated by the following formula: 50 x M50 Reduction capacity = 50 - M100 - M50 M50 -= chromate content in filtrate after elution with a solution containing 50 mg of Cr +(** /kg. M100 = Chromate content in filtrate after elution with a solution containing 100 mg of Cr + °/kg. Test method for water soluble chromate in cement according to Danish Standard DS 1020 (First Edition, July, 1984) Method principle The cement is eluted with water and filtered. To part of the filtra¬ te, s-diphenyl carbazide is added which together with chromate in an acid medium forms a reddish-violet complex with an absorption maximum at 540 nm. The colour of the complex is measured photometrically and converted into content of water-soluble chromate by means of a cali- bration curve. Reagents All chemicals must be analytical grade. For the preparation of rea¬ gents and dilutions, chromate-free distilled or demineralized water is used. Potassium permanganate, 0.02 M: 0.3 g of potassium permanganate (KMnθ ) is dissolved in 100 ml of water. Sulphuric acid, 1.8 M: 96 ml of concentrated sulphuric acid (H2SO , d - 1.84 g/ml) are added to approx. 900 ml of water and diluted with water up to 1000 ml. Potassium permanganate, 0.02 M, is added until the colour is slightly pink. Ethanol (C 2 H 5 0H. d - 0.79 g/ml). Indicator solution: 0.125 g of s-diphenyl carbazide [(CgH 5 NHNH)2CO, 1,5-diphenyl carbohydrazide] is dissolved 25 ml of ethanol in a 50 ml volumetric flask. Water is added up to 50 ml. The indicator solution can be considered stable for up to 3 hours. Chromate stock solution, 50 mg of Cr +6 per litre: 0.1414 g of dried potassium dichromate (^C^Oy) is dissolved in water in a 1000 ml volumetric flask and diluted with water up to 1000 ml. Chromate standard solution, 5 mg of Cr + ° per litre: 50.0 ml of chromate stock solution are measured into a 500 ml volumetric flask and diluted with water up to 500 ml. The standard solution must not be stored. Apparatus Magnetic stirrer with plastic-coated magnets or shaking appara¬ tus. Filter crucible with a capacity of about 60 ml and a porosity of 4. Vacuum pump and suction flask for filter crucible or other equipment. Spectrophotometer for measuring at a wavelength of 540 nm or a filter photometer with a filter providing maximum transmission around 540 nm. Cuvette with a light path of 10 mm. Measuring procedure Calibration Calibration solutions: 1.0, 2.0, 5.0, 10.0 and 15.0 ml of chromate standard solutions are transferred to 50 ml volu¬ metric flasks. The calibration solutions contain 5, 10, 25, 50 and 75 μg of Cr + , respectively. To each flask, 5 ml of sulphuric acid, 1.8 M, are added followed by dilution with water to a volume of about 40 ml. The solution is cooled to room temperature, 5 ml of indicator solution are added, and the flask is filled up to volume with water and shaken. The absorbance of the solution is measured with the reagent blind sample described below as the reference at a wave¬ length of 540 nm 15-30 minutes after the addition of the indicator solution. Calibration curve: The calibration curve is drawn by plot¬ ting the measured absorbance values versus the content of Cr +6 . The calibration curve must be linear and should be checked regularly and always following exchange of rea¬ gents. Analysis The reagent blind sample is prepared as described above but using water instead of standard solution. Elution: 25.0 g of cement are transferred to a 100 ml beaker and 25.0 ml of water added. The slurry is agitated vigorously with a magnetic stirrer or a shaker for 15 ± 1 minutes. The slurry is filtered through a dry filter cru¬ cible into a dry suction flask. Measurement: An analysis sample is made in the same manner as the calibration solutions but using 5.0 ml of filtrate instead of standard solution, and the measurement is carri¬ ed out as described above. Results Calculation: The content of Cr + " in the solution is read off from the calibration curve. The content of water-soluble chroma¬ te in the cement is calculated from the formula x = in which x = the content of water-soluble chromate in the cement expres¬ sed as mg of Cr + ° per kg of cement. y = the content of Cr +6 (μg) in the solution, read off from the calibration curve. For the final result, the mean of two determinations not varying more than 0.4 mg/kg from one another is used. In this example, manganese(II) sulfate was interground with chromate- containing cement clinker and gypsum to investigate the ability of manganese(II) sulfate to reduce water soluble chromate in cement. The following materials were used: Manganese(II) sulfate of technical grade of Chinese origin. It con¬ tained more than 31% manganese and it was obtained from Superfos Kemikalier A/S, Denmark. MnSO^.^O and MnSU4 was detected by examina- tion with X-ray diffraction. Gypsum of technical grade from Boliden, Sweden. Cement clinker manufactured by Norcem A.S., Norway. The chemical composition of the clinker was: Si0 2 20.61% A1 2 0 3 4.99% Fe 2 0 3 3.55% CaO 64.81% MgO 2.46% S0 3 1.68% K 2 0 1.30% Na 2 0 0.38% Water soluble chromate: 28.3 mg of Cr + °/kg (Determined by elution with 20% sodium sulfate solution for 15 minutes at a water to clinker ratio of 1) Cement clinker, 5% gypsum and varying amounts of manganese(II) sul¬ fate was interground in a laboratory mill to a specific surface according to Blaine of 410-510 m* ** /kg. Propylene glycol was added as a grinding agent in a dosage of 0.05%. The content of water-soluble chromate was determined according to Dansk Standard DS 1020 (First Edition, July, 1984). Measurements of the reduction capacity of the cement mixes were also carried out. These measuring methods were also used in examples 2-5. The results of the measurements are given in Table 1 below. TABLE 1 Reducing agent Dosage Water Chromate Reduction Blaine soluble in filtrate capacity surface of chromate the cement (%) (mg Cr + °/kg cement) (m 2 /kg) Chromate in added water 0.0 50 100 * The content of water soluble chromate in the plain cement was 25.0 mg Cr + °/kg when the determination was carried out by elu¬ tion with 20% sodium sulfate solution. The results show that manganese(II) sulfate when interground with cement is an efficient chromate reducing agent and that a low dosage of manganese(II) sulfate is sufficient to reduce all water-soluble chromate. EXAMPLE 2 Manganese(II) sulfate was mixed with chromate containing cement to investigate the ability of unground manganese(II) sulfate to reduce soluble chromate in cement. The manganese(II) sulfate of technical grade and the plain cement from example 1 were used. The manganese(II) sulfate was a free flow¬ ing white powder with a 0.045 mm sieve residue of 48%. The cement mixes were prepared by mixing plain cement and mangane¬ se(II) sulfate in a plastic bucket with a paint mixer for 3 minutes. The content of water-soluble chromate and the reduction capacity was measured. The results of the measurements are given in Table 2 below. TABLE 2 Reducing agent Dosage Water Chromate Reduction soluble in filtrate capacity chromate (%) (mg Cr +6 /kg cement) Chromate in added water 0.0 50 100 The results show that unground manganese(II) sulfate is able to reduce water soluble chromate In cement. When the results of examples 1 and 2 are compared it can be seen that a lower dosage of mangane¬ se(II) sulfate is needed to reduce the water soluble chromate to less than 2 mg of Cr + °/kg when the manganese(II) sulfate is interground with cement than when it is only mixed with the cement. EXAMPLE 3 Manganese(II) sulfate, manganese(II) carbonate and iron(II) sulfate were interground with chromate-containing cement clinker and gypsum to investigate the ability of these compounds to reduce water soluble chromate in cement. The following materials were used: Manganese(II) sulfate of technical grade from example 1. Manganese(II) carbonate hydrate, M CO . ^O, of analytical grade. Iron(II) sulfate monohydrate, FeSU .H 0 prepared by drying of analy- tical grade FeS0 .7H 2 0 in a nitrogen atmosphere at 120°C. Iron(II)sulfate heptahydrate, FeS04.7H 0, of analytical grade. Cement clinker from Aalborg Portland produced in kiln 87 on November 21, 1990. The content of water soluble chromate was 6,2 mg of Cr + °/kg. (Determined by elution with 20% sodium sulfate solution for 15 minutes at a water to clinker ratio of 1) . Gypsum of technical grade from Boliden, Sweden. Cement clinker, 5% gypsum and varying amounts of chromate reducing agent were interground in a laboratory mill to a specific surface of 390-530 m 2 /kg. Propylene glycol was added as a grinding agent in a dosage of 0.05%. The content of water soluble chromate and the reduction capacity was measured. The results of the measurements are given in Table 3 below. TABLE 3 Reducing agent Dosage Water Chromate Reduction Blaine soluble in filtrate capacity surface of chromate the cement (%) (mg Cr +* Vkg cement) (m 2 /kg) Chromate in added water 0.0 50 100 (Plain cement) 0.00 3.2 * 44 85 -5 486 Manganese(II) sulfate, 0.25 0.0 16 460 technical grade 0.50 0.0 1 403 MnC0 3 .H 2 0, 0.25 1.7 42 498 analytical grade 0.50 0.0 32 496 1.00 0.0 33 430 2.00 0.0 0 530 FeS0 4 .H 2 0 0.25 0.0 20 395 0.50 0.0 0 406 FeS0 4 .7H 2 0, 0.25 0.0 0 429 analytical grade 0.50 0.0 0 493 The content of water soluble chromate in the plain cement was 5.1 mg of Cr + °/kg when the determination was carried out by elution with 20% sodium sulfate solution. The results show that manganese(II) sulfate is an efficient chromate reducing agent when it is interground with cement. Manganese(II) carbonate was also able to reduce chromate when interground with cement. EXAMPLE 4 The cements from example 3 containing manganese(II) sulfate and iron(II) sulfate were heated to temperatures of 100, 150, 200, 250 and 400°C to determine the ability of the cements to withstand eleva¬ ted temperatures. Heat treatment of the cements were carried out by placing 100 g of the cement in aluminium trays without lid and placing the aluminium trays for 3 hours at the desired temperatures. Cement which was heat-treated at 400°C was mixed with 4% calcium sulfate hemihydrate before elution for determination of water soluble chromate and reduction capacity. The content of water soluble chromate in the cements and the reduc¬ tion capacity was measured. The results of the measurements are given in Table 4 below. TABLE 4 Cements heated to 100, 150, 200, 250 and 400°C for 3 hours Reducing agent Dosage Temperature Water Chromate Reduction of heat soluble in filtrate capacity treatment chromate (%) CO (mg Cr + °/kg cement) Chromate in added water 0.0 50 100 In industrial cement milling systems, the temperature is normally elevated due to release of heat from the grinding process and due to residual heat in the clinker. The results show that manganese(II) sulfate has a better ability to withstand elevated temperatures than iron(II) sulfate. When the chromate reducing agent is added during cement grinding the dosage which is necessary to reduce water soluble chromate may be lower for manganese(II) sulfate than for iron(II) sulfate. EXAMPLE 5 Manganese(II) chloride, manganese(II) acetate, manganese(II) nitrate and manganese(II) sulfate were mixed with chromate-containing cement to determine the ability of these manganese(II) salts to reduce water soluble chromate in cement. Furthermore, manganese(II) sulfate was added in dissolved form to the cement. The following materials were used: Manganese(II) chloride, MnCl2.4H 2 0, of analytical grade Manganese(II) acetate, Mn(C 2 H5θ ) 2 .4H 2 0, of analytical grade Manganese(II) nitrate, Mn(N0 3 ) 2 .4H 0, of analytical grade Manganese(II) sulfate, nS04. jj 0, of analytical grade Manganese(II) sulfate of technical grade from example 1. Ordinary Portland cement of Polish origin with a water soluble chro¬ mate content of 9.4 mg of Cr +6 /kg. Mixes of the cement and the manganese(II) salts were prepared by mixing cement and unground manganese(II) salts in a paint mixer for 1 minute. The content of water soluble chromate was determined according to Dansk Standard DS 1020 the same day as the mixes were prepared and again after standing for 14 days. The following procedure was used when manganese(II) sulfate was added to the cement in dissolved form. Solutions containing 0.05%, 0.10% and 0.25% MnSθ4.H 2 0 of analytical grade were made and immediately used for elution of the cement. Determination of chromate were car¬ ried out according to Dansk Standard DS 1020 except that the manga- nese(II) sulfate solutions were used for elution instead of pure water. The results of the measurements are given in Table 5 and 6 below. TABLE 5 Water soluble chromate (mg Cr + °/kg) in cement mixes Dosage MnCl 2 .4H 0 Mn(C 2 H 5 0 2 ) 2 .4H 0 Mn(N0 3 ) 2 .4H 2 0 (%) (mg Cr +6 /kg) 9.1 2.7 0.9 0.0 TABLE 5 continued Dosage MnS0 4 .H 2 0 Manganese(11) MnS04.H 2 0 dissolved sulfate, in mixing water technical grade (%) (mg Cr +6 /kg) 6.4 0.3 0.0 TABLE 6 Water soluble chromate (mg Cr + vkg) after 14 days Dosage MnCl 2 .4H 2 0 Mn(C 2 H 5 0 2 ) 2 .4H 2 0 Mn(N0 3 ) 2 .4H 2 0 (%) (mg Cr +6 /kg) 9.0 7.0 5.3 2.4 TABLE 6 continued Dosage MnS04.H 2 0 Manganese(II) sulfate, technical grade (%) (mg Cr +6 /kg) 0.10 9.4 9.4 0.25 6.7 7.2 0.50 3.5 4.1 0.75 1.9 2.1 1.00 0.5 0.1 1.50 0.1 0.0 2.00 0.0 0.0 The results show that manganese(II) chloride, manganese(II) acetate, manganese(II) nitrate and dissolved manganese(II) sulfate are able to reduce water soluble chromate in cement. The results also show that manganese(II) chloride tetrahydrate and manganese(II) acetate tetrahydrate are more efficient chromate reduc¬ ing agents than manganese(II) sulfate monohydrate. The results further show that manganese(II) chloride, manganese(II) acetate and manganese(II) sulfate are stable towards oxidation by air in dry cement mixes. Manganese(II) nitrate is stable towards oxida¬ tion in pure form but when mixed with cement the results indicate that manganese(II) nitrate is partly oxidized by standing with time.

Claims: CLAIMS 1. A cement composition comprising 1) a cement containing water- soluble chromate and 2) at least one manganese(II) compound in an amount sufficient to reduce the amount of water-soluble chromate to at the most 2 mg of Cr(VI) per kg of the cement, the determination of the chromate content being carried out by elution of the composition in water for 15 minutes at a water/cement ratio of 1, filtration, and determination of the chromate content in the filtrate. 2. A composition as claimed in claim 1 wherein the manganese(II) compound is present in an amount sufficient to reduce the amount of water-soluble chromate to at the most 1 mg, preferably at the most 0.5 mg, in particular at the most 0.1 mg, especially at the most 0.01 mg of Cr(VI) per kg of the cement. 3. A composition as claimed in claim 1 or 2 wherein the manganese(II) compound is present in an amount corresponding to from 1 to 1000 mmol manganese(II) per kg of the cement. 4. A composition as claimed in claim 3 wherein the manganese compound is present in an amount corresponding to 5-100 mmol manganese(II) per kg of the cement, preferably 10-60 mmol per kg of the cement. 5. A composition as claimed in any of claims 1-4 wherein the mangane- se(II) compound is a salt with a mineral acid or with an organic acid. 6. A composition as claimed in claim 5 wherein the mineral acid salt is the sulfate, chloride, carbonate, or nitrate, preferably the sulfate. 7. A composition as claimed in claim 6 wherein the manganese(II) sulfate is present in an amount of 0.01-10% by weight, preferably 0.1-1% by weight calculated on the cement. 8. A composition as claimed in claim 5 wherein the organic acid salt is a salt with a sulfonic acid or an alkanoic acid such as acetic acid. 9. A composition as claimed in any of claims 1-8 wherein the cement is selected from Portland cements; belite cement; low heat cement; blended cements; puzzolan cements; and slag cements, in particular Portland cements and blended cements. 10. A composition as claimed in any of claims 1-9 which further con¬ tains at least one material selected from aggregate material, rein- forcing material, water, slaked lime, and cement and concrete additi¬ ves. 11. A composition as claimed in claim 10 in which the aggregate ma¬ terial is selected from fine aggregate such as sand, and coarse aggregate such as stone. 12. A composition as claimed in claim 10 in which the cement or con¬ crete additive is a retarding agent, a concrete plasticiser or super- plasticiser, or an air entraining agent. 13. A composition as claimed in any of claims 1-12 in dry form where¬ in the manganese(II) compound is in the form of particles having a mean particle size below 0.1 mm, preferably below 0.05 mm, in parti¬ cular below 0.02 mm. 14. A method for reducing the amount of water-soluble chromate in a cement composition, said method comprising adding to the composition during the manufacture thereof a manganese(II) compound in an amount sufficient to effect the desired reduction in the content of water- soluble chromate. 15. A method as claimed in claim 14 wherein the addition of the manganese(II) compound is carried out 1) by addition to cement clinker prior to or during grinding there¬ of; 2) by addition to semi-ground cement clinker; 3) by addition to a component added during the production of ce¬ ment; 4) by addition of the compound as a concentrated aqueous solution to clinker in such a manner that the solution is evaporated; 5) by addition to cement powder prior to or during transfer thereof to a storage container or to a transport vehicle or prior to or during packaging thereof; 6) by addition to cement powder during transfer thereof from a transport vehicle to a storage container; 7) by addition to cement powder or a composition containing cement powder prior to mixing thereof with water; 8) by addition of the compound as a solution in cement mixing water; or 9) by addition of the compound in dry form or as an aqueous suspen- sion or solution prior to, during or after the mixing of cement powder or a composition containing cement powder with water. 16. A method as claimed in claim 14 comprising adding to the composi¬ tion during the manufacture thereof manganese(II) sulfate in an amount of 0.01-10% by weight, preferably 0.1-1% by weight calculated on the cement.

Inventors: LARSEN SOEREN BANG, LARSEN, SOEREN, BANG
Applicants: AALBORG PORTLAND AS, AALBORG PORTLAND A/S
Application year: 1991
Main classification: C04B22
IPC codes: C04B22, C04B28, G01N33