Self hardening composition and cartridge thereof |
|||||||
| 申请号 | EP82301096.2 | 申请日 | 1982-03-04 | 公开(公告)号 | EP0088170A1 | 公开(公告)日 | 1983-09-14 |
| 申请人 | CELTITE INC.; | 发明人 | Plaisted, Anthony Cecil; Patel, Natvaral K.; | ||||
| 摘要 | A self setting composition comprises a basic component e.g. magnesia and an acidic component which, according to the invention, comprises a dihydrogen phosphate, a trivalent salt of phosphoric acid and a polyphosphate and/or an alkyl acid phosphate. | ||||||
| 权利要求 | |||||||
| 说明书全文 | The invention relates to an improved self hardening composition in bulk form or prepackaged in a cartridge and for use in anchoring. It is known to react a basic oxide of a Group II or III metal compound e.g. magnesium oxidewith an acidic component comprising an acidic oxyphosphorus compound to form a hardenable grouting or anchoring composition - see British patent publication 2003851A. The invention relates to an improved acidic component the use of which offers certain advantages and to the improved composition formed therewith. According to one aspect the invention provides for reacting with a basic oxide component to form a self hardening composition, an acidic component comprising an oxyphosphorus compound characterised in that the acidic component comprises in combination
The dihydrogen phosphate salt is preferably in powdered form; preferred are sodium dihydrogen phosphate or mono ammonium phosphate in powdered form. Typically, the solids have a particle size distribution of 2 to 10% on 100 mesh, 15 to 35 percent on 200 mesh and 40 to 60 percent on 325 mesh (Tyler mesh sizes). The proportion of sodium dihydrogen phosphate or mono ammonium phosphate in the total composition should be about 5 to 30%, preferably 10 to 25 percent by weight. The trivalent salt is preferably trisodium phosphate which is highly basic and may serve to break open polyphosphate chains to expose more oxyphosphorus sites for reaction with the basic oxide. It has been discovered that, in correct proportions, trisodium phosphate in combination with polyphosphates or an alkyl acid phosphate, or both, exhibits a marked synergism not previously observed. The term polyphosphate includes any water soluble or dispersable polymerised phosphate compound with chain lengths containing two or more phosphorus units. Preferred polyphosphates having two and three chain units are characterised by the general formula Mn+2PnO3n+1 where M is a cation and n is an integer of 2 or 3; an example is sodium tripolyphosphate, Na5P3O10. The term alkyl acid phosphate includes a mixture of mono and dialkyl acid phosphates (phosphate esters) containing also condensed phosphates, characterised by the general formulae: A preferred blend is trisodium phosphate and an ' alkyl acid phosphate. This allows the minimum water requirement to produce a pumpable paste, and which is essential to obtain early strength gain in the initial stages of cure. The inclusion of the combination of a trivalent salt of a phosphate with either a polyphosphate salt or an alkyl acid phosphate allows the maximum strength properties of the reaction to be realised. This is brought about by forming a cross linked network of polyphosphates resulting in superior wetting properties, compressive and shear strengths. It is theorised that the trivalent salt phosphate functions as a reaction promoter. Apart from the alkyl acid phosphate, the phosphate salts are commercially available in granular form. It is found necessary therefore to incorporate these by intimate mixing with the monoammonium dihydrogen phosphate or sodium dihydrogen phosphate followed by a suitable grinding procedure for maximum effectiveness. While the preferred phosphates are sodium or ammonium compounds, the corresponding lithium and potassium salts may be used. The basic oxides useful in this invention are alkaline earth metal oxides capable of reacting with the phosphate components. Ground calcined refractory grade magnesia is preferred and preferably the magnesia has a moderate activity defined by a bulk density in the range 0.32 kg/cu.cm to about 3.36 kg/cu.cm, preferably 0.8 to 1.6 kg/cu.cm, and a surface area in the range 0.5 m2/g. up to 8m2/g. The preferred magnesia is further characterised by having a loss on ignition of less than 3.5 percent, and having minimum fluxing impurities of SiO2, Fe203, Na20, and CaO. For instance, it is preferred that CaO be present in an amount less than 1 percent. The ground calcined magnesia should be 95 percent passing 200 mesh sieve. A magnesium oxide useful in the invention is available from the Martin Marietta Company under the trademark "Mag Chem 10" which is 97 percent MgO, 1 percent maximum CaO and 0.5 percent maximum of all other impurities. A preferred form of magnesia is ground calcined magnesia. However, the basic material may also be deadburned magnesite of natural or synthetic origin, deadburned dolomite or aluminium trihydrate. It is advantageous to include in the basic component, a quantity of filler containing a latent source of oxides capable of reacting with the phosphate ion. Suitable materials include graded raw dried dolomite or alumina trihydrate, present in amounts from 1 to 10% of total weight, and preferably from 5 to 10% of the total weight of the composition. Other fillers include a well-graded sand from 20 mesh through 200 mesh (Tyler sieve) and comprises from 5 to 50% and preferably 10 to 30% of the weight of the total composition; tricalcium phosphate and calcium hydrogen phosphate. The principal reactions involved in the invention are given by the following equation: The resulting magnesium phosphate is a very hard cementitious mass and can give the required strength properties for anchor bolt applications in rock reinforcement. Some free water remains entrapped in the mass after reaction and since wet phosphates do not exhibit good physical properties, the amount of water used in the reaction plays an important role in dictating the strength properties of the product in the initial stages of cure. It is, therefore, preferred that the water content .be low, preferably between about 3% and about 20% of the composition, most preferably between 6% and 10%. The use of alkyl acid phosphates aids in this respect and it is also preferred to include a water reducing agent such as a lignosulphonate, a naphthalene sulphonate or a sulphonated melamine formaldehyde. Such agents can make up from about 1% to about 3% of the composition. When using the acid phosphate component of the invention the formed mixture has a relatively mild acid pH. The preferred method of manufacture is to first mix the two phosphate salts, namely, mono ammonium dihydrogen phosphate and trisodium phosphate, then add the polyphosphate or the alkyl acid phosphate, followed by the sand or other optional unreactive fillers, and finally add water, generally amounting to about 1 percent of the total weight of the composition. The resulting slurry has a pH of 4.8. The invention further includes a self hardenable composition comprising
Most preferably the composition includes water making up to 3 to 20%, preferably 6 to 15% of the weight of the composition, the water being added to each component in sufficient quantity to make a paste. It is known to prepackage the interactive components of a self setting composition in a cartridge having a frangible skin and two compartments each containing an interactive component, the components being held apart until the cartridge is ruptured by an element to be anchored by the self setting composition. The invention includes a cartridge containing in one of the compartments the acidic component and in the other the basic component. The invention further includes a method of anchoring an anchor element using the self hardening composition herein disclosed in bulk form or prepackaged in a cartridge. In order that the invention may be well understood it will now be described by way of illustration only with reference to the following examples in which all parts are by weight unless otherwise specified. (The compressive and shear strengths were measured in psi and have been converted to Newtons/mm2 on the basis that 1 N/mm2 = 142psi). Two components A and B were made up as set out in Table 1. The magnesium oxide used in component A was refractory grade, 98% pure, -200 mesh, density about 27 kg/cu.m, with a loss on ignition of less than 0.50%. The sand used in component B was grade number 7 from the Central Silica Company having a grain size distribution of 99.6% between 600 and 150 microns, a mean particle size of 300 microns, and 50% passing through a 50 mesh sieve. The compressive strength and the shear strength were measured after two hours following mixture and the results are also shown in the Table. These results show that the presence of the lignosulphonate reduces the water requirement and aids an increase in compressive and shear strengths. When phosphoric acid is present, the compressive strength falls, although the shear strength increases. When ethyl acid phosphate is present in addition to the monoammonium phosphate and the trisodium phosphate both strengths rise appreciably. Two components A and B were made up as follows: The components were mixed and poured into a cylindrical mould about 2.54 cm x 2.50 cm and allowed to set hard in ten minutes. The compressive strength after two hours was 3.59 N/mm2. The shear strength was measured on a Baldwin Testing Machine by placing a nut about 2.2 cm x 2.2 cm filled with the set mixture over a hollow steel cylinder and measuring the force necessary to dislodge the grout plug within the nut using a steel plunger about 1.4 cm diameter. A shear strength of 13.17 N/mm2 was obtained. Example II was repeated but adding 15 parts of dolomite to both Component A and B. The dolomite was graded kiln dried dolomitic limestone (Ohio Lime 20 x, 80 mesh). A two hour compressive strength of 10.32 N/mm2 and a shear strength of 22.75 N/mm were measured and showed the benefit of adding dolomite. As dolomite in component B interacts with phosphate, it is preferable to substitute a graded sand filler in component B. The mixture of Example III was made up again but with 25 parts of a sand in component B instead of the 15 parts of dolomite. The sand had well rounded grains, with uniform gradation and was 100 mesh sand, graded 83 percent between 300 microns and 75 microns with a mean particle size of 150 microns, 85.5 percent passing a 50 mesh sieve and was from the Central Silica Company. The compressive and shear strengths were measured at different intervals over a three day period with the following results (N/mm2): A hole, 2.54 cm diameter was drilled into high strength concrete to a depth of about 13 cm and was filled with freshly mixed magnesium phosphate grout corresponding to Example II, and a deformed number six steel bar was thrust full depth into the grout filled hole. The grout hardened within five minutes. After two hours, the bar was tensioned using a hydraulic jack. The test was discontinued at a reading of 18 ton on the dial gauge, since elongation of the bar was observed. Different alkyl acid phosphates were substituted in component B of test 4 of Example I and the strengths of the mixtures formed was measured after two hours cure time. The phosphates used and the results obtained are as follows: Set Time in every case 6 to 7 minutes
These results show that the lower alkyl groups of the mixed mono and di-acid esters are preferred. and reacted with the different phosphate components in Table II. In each case the compressive strength and the shear strength of the formed mixture was measured two hours later. The results are also shown in the'Table .from which one can conclude that even with a low water requirement good anchorage strengths were obtained with a composition of the invention and that polyphosphates when used in combination with trisodium phosphate exhibit a synergistic effect. An adhesive grouting composition was prepared as in Example II using sodium dihydrogen phosphate instead of monoammonium phosphate in the same proportions, and after a cure period of two hours the compressive strength was found to be 9.86 N/mm2 and the shear strength was 13.17 N/mm2. These results show that sodium dihydrogen phosphate cannot be substituted for the monoammonium phosphate. Test 4 of Example I was repeated using as fillers raw kiln dried dolomite (Ohio Lime 20 x 80 mesh) and ground aluminium trihydrate (Aluchem Inc.) and the following results were obtained. (N/mm2). |
||||||
