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Saturday, May 28, 2011
Tests of basaltic fibre as diffused reinforcement
Tests of basaltic fibre as diffused reinforcement
published by:
Dr. Inz˙. Krzysztof Zielinski (1954) is a graduate ofPoznan´ University of Technology. Since 1978he has been a Lecturer Poznan´ University ofTechnology. He obtained his doctorate in 1983.He is the author of 80 peer-reviewed and publishedpublications in the field of material scienceand technology of concrete. In the years 1997to 2002 he was a scientific consultant at theKreisel AG company. Since 1995 he has been ascientific consultant at Icopal SA
Mgr inz˙. Przemyslaw Olszewski (1980) is agraduate Faculty of Civil Engineering Poznan´University of Technology and a student NicolausCopernicus Uniwesity in Torun, Faculty ofEconomic Sciences and Management. His interestsare fiber reinforced concrete and investmentprocess management
The impact of basaltic fibre on selected physical and mechanical properties of cement mortar
Concrete is a fragile material. On average, the ration of the ultimate compressive strength and tensile strength is 10 to 1. As a rule, materials with fibrous structure are characterized by higher ratio of tensile strength and bending strength than the ultimate compressive strength, when compared with concrete. They are also characterized by lower shrinkage. That is why the idea was developed to add fibres into the concrete structure. At present these are mostly steel, cellulose and plastic (e.g. polypropylene, nylon) fibres as well as asbestos, glass or carbon fibres. However, the use of basaltic fibre as a diffused reinforcement for concrete and mortars is not very popular at the moment. In the article, test results of the laboratory of the Institute of Structural Engineering at Poznan´ University of Technology are presented concerning the impact of the addition of basaltic fibre on bending strength, ultimate compressive strength and shrinkage in the first 28 days of cement mortar curing. The optimum amount of basaltic fibre, allowing them best physical and mechanical properties of the mortar to be achieved, was also defined.
History and characteristics of basaltic fibre
The first building material made of basaltic fibre was mineral basaltic wool. The technology of its production was developed in the 1920s in the laboratories of the American company Johns-Manville. The patent for mineral wool production was purchased and used in practice by the Danish company of Rockwool. In the 1960s in the Soviet Union and the USA, intensive research was started in order to achieve the so called continuous basaltic fibre (BNW). After 20 years of experiments, the technology of its production was patented in Russia in 1991. The research had been financed by the war industry, however, the achieved fibre found application also for civil purposes, for instance in the construction industry as a component of composites characterized by high fire resistance and also as the material used for making a façade grid or surface reinforcement. Basaltic fibre, sometimes called a 21st century material, has very good physical and mechanical properties. Admissible work temperatures range from –260 to +700° C. According to
the producers declaration, the diameter of a single fibre used for tests ranges from 7 to 17 μm (in fact the being 12 to 15 μm – see [Fig. 1]) and the coefficient of elasticity totals 89 GPa. Elongation at break reaches the value of 3.15%. Materials made of the basaltic fibre have significantly better physical and mechanical properties than those made of glass fleece. The use of cut basaltic fibre as diffused reinforcement for concrete and mortar is not currently as popular a practice as the use of steel or polypropylene fibre. Lower interest in the basaltic fibre is mainly due to the lack of clear recommendations as regards the amount of used fibre and the impact that the fibre content has on physical and mechanical properties of mortar and concrete.
The aim and scope of the research
Tests have been carried out in the laboratory of the Institute of Structural Engineering at Poznan´ University of Technology. The aim of the tests was to check the influence of added basaltic fibre on some selected physical and mechanical properties of cement mortar. An attempt was made to calculate the optimum amount of the basaltic fibre, allowing the best mechanical properties of the mortar to be achieved. For mortar preparation cement CEM I 32.5R and standard quartz sand were used (according to PN-EN 196-1). The tests were carried out to check bending strength and ultimate compressive strength after 3, 7 and 28 days. The measurement of shrinkage in the first 28 days of mortar curing was also made. The tests were performed on standard cement mortar prisms with dimensions of 4 x 4 x 16 cm. The results of preliminary tests show that the effective impact of the basaltic fibre on the change of basic physical and Festigmechanical properties of the mortar decreases in case of the fibre amount higher than 2% and lower than 0.2% of the mortar weight. That is why samples for the tests were made by adding to the mortar the basaltic fibre totalling 0.3, 0.8, 1.3 and 1.8% of the mortar weight. The basaltic fibre used for tests was cut into pieces of approx. 6.5 mm (Fig. 2). Base prisms with no fibre content (0.0%) were also made up. During the whole period the samples were stored under laboratory conditions in the temperature of 18°C and a relative air humidity > 90%.
Test results for the bending strength
The results achieved during the tests are presented in (Table 1) and (Fig. 3). The presented results are the arithmetic average of measurements made on six samples. Standard deviation of the obtained results of bending strength is between 1.6 to 8.3%. The analysis of the data included in (Table 1) demonstrates that the addition of basaltic fibre increases the bending strength by 13% on average. The achieved increase is practically independent from the amount of added basaltic fibre. After 7 days of mortar curing the bending strength is highest. The highest increase of the bending strength (of approx. 6.5%) in comparison with the base mortar is achieved by adding basaltic fibre equalling 0.8% of the mortar weight. After 28 days of curing the achieved bending strength was lower than after 7 days. The reason for this was probably the use of “R” type cement for tests (cement of high initial strength). For prisms with an additive of fibre equalling 0.3%, 1.3%, 1.8%, the bending strength decreased by another 7.5% in comparison with the base prisms (0.0%). The lowest decrease (approx. 4.5 %) was noticed in samples with the fibre content totalling 0.8% of the volume. It may be assumed that the main reason for this is high fragility of the used basaltic fibre, its relatively small elongation at break and high adherence to the mortar. The mortar which was used to make samples is characterized by fairly high shrinkage. After more than twelve days of curing, the shrinkage strength causes cracking of the basaltic fibres. This would explain a high increase of bending strength after 3 days of curing and a lower increase after 7 days as well as a significant decrease after 28 days of mortar curing. Observation of the prisms’ cross-sections after the tests revealed that the basaltic fibre was diffused in the mortar at random and spatially. During breaking of the samples, approx. 90% of the fibre got broken and the remaining 10% were torn out of the mortar. This demonstrated considerable adherence of the mortar to the basaltic fibre.
Ultimate compressive strength
The achieved test results are presented in (Table 2) and (Fig. 4). The presented results are the arithmetic average of
measurements made on 12 samples. Standard deviation for achieved results of ultimate compressive strength is between 3.0 and 8.1%. After 3 days of curing a significant increase of ultimate compressive strength (of 10%) was observed only for the amount of 0.8% of the fibre in the mortar. For the remaining tested prisms, with the fibre content of 0.3%, 1.3% and 1.8%, the ultimate compressive strength remains on the same level in comparison to the base samples or is slightly higher, which is within the measurement error. After 7 days of curing we can observe stabilization of the strength for 0.3%, 0.8% and 1.8% of the fibre content. In case of the fibre amount equalling 1.3%, we can see a slight decrease of the ultimate compressive strength. However, the reason of such results might be a measurement error. After 28 days of curing, test results are much more differentiated. For small contents of fibre we can observe a significant increase (over 20% for 0.3% of the fibre content and almost 8% for 0.8% of the fibre content). For the fibre amount equalling 1.3%, the strength compared to that of the base samples did not change and for the content reaching 1.8% there was a visible decrease of the strength (of over 15%). The mortar with 1.8% of the fibre content was characterized by much worse workability and worse possibility of its thickening than others. This might have had a decisive impact on its lower ultimate compressive strength.
Test results concerning shrinkage
The shrinkage values given in (Table 3) are the arithmetic average of measurements made on 3 samples. The measurements were made with the accuracy of ± 0.005 mm. From the achieved results we may see that the highest shrinkage value is achieved in the specimens with no fibre content. Shrinkage after 28 days decreases proportionately to the increasing fibre content in the mortar. Measurements made after 3, 7 and 14 days of curing show that the proportionality of the shrinkage to the fibre content is maintained during the whole 28-day period of measurements. It proves that the phenomenon of breaking of the basaltic fibre, observed during the tests of bending strength after the first week of mortar curing, practically has no impact on weakening of its anti-shrinkage properties. The fibre, broken into small pieces, considerably decreases the shrinkage of the mortar. (Fig. 5), presenting the data from (Table 3), shows the dependence between the fibre content in the cement mortar and its 28-day shrinkage. The dependence has the form of the linear function y = a + bx, where a = 0.074, b = – 0.024 and the correlation coefficient equals 0.95. Thus it may be assumed that in the tested range of the basaltic fibre content in the mortar, increasing the fibre amount by 0.1% of the cement mortar weight, results in lower shrinkage of the mortar by approx. 0.0024 mm/m, i.e. by approx. 3.1% in comparison to the mortar with no fibre content.
Conclusions
The analysis of the test results as well as the observation made during these tests allow us to make the following conclusions: n The addition of basaltic fibre causes noticeable increase of 3 and 7 day bending strength; after 28 days of curing, there is a decrease in bending strength n The highest bending strength in comparison to the base samples was achieved in case of 0.8% of the fibre content after 7 days of curing and the highest ultimate compressive strength was achieved in case of 0.3 to 0.8% of the fibre content in the cement mortar after 28 days of curing n exceeding the amount of the fibre addition by 1% results in significant worsening of mortar workability and possibility of its thickening n adding the basaltic fibre to the mortar causes a smaller shrinkage, proportionate to the fibre content (in the tested range of the fibre content in the mortar) Summing up the above presented conclusion, we may say that the optimum amount of the basaltic fibre in the mortar, allowing the best mechanical properties to be achieved, ranges from 0.5% to 0.8% of the cement weight. The addition of basaltic fibre in the content as mentioned above will cause the decrease of shrinkage of the cement mortar by approx. 15 to 20%.
Literature References
Books:
Neville, A. M.: Properties of Concrete, Polski Cement Sp. z o.o., Cracow 2000 Jamroz˙y Zygmunt: Concrete and its properties (Beton I jego technologie), Publishing House for Scientific Works PWN, Warsaw – Cracow 2000
Articles:
Brandt, Andrzej: Use of fibres as reinforcement in concrete elements (Zastosowanie wlókien jako uzbrojenia w elementach betonowych), Conference Concrete on the verge of the new millennium (Beton na progu nowego milenium), Cracow 2000 Karwacki, Janusz: Concrete reinforced with steel and plastic fibres (Betony zbrojone wlóknami stalowymi i syntetycznymi), Engineering and Construction 2/1995 (Inz˙ynieria i Budownictwo 2/1995) Information materials from Konvers Poland Sp. z o.o.
Norms:
EN 197-1:2000 “Cement. Composition, specifications and conformity criteria for common cements” ASTM-C 1018-97 “Standard test Method for Flexural Toughness and First-Crack Strength Fibre-Reinforced Concrete (Using Beam Third-Point Loading)
published by:
Dr. Inz˙. Krzysztof Zielinski (1954) is a graduate ofPoznan´ University of Technology. Since 1978he has been a Lecturer Poznan´ University ofTechnology. He obtained his doctorate in 1983.He is the author of 80 peer-reviewed and publishedpublications in the field of material scienceand technology of concrete. In the years 1997to 2002 he was a scientific consultant at theKreisel AG company. Since 1995 he has been ascientific consultant at Icopal SA
Mgr inz˙. Przemyslaw Olszewski (1980) is agraduate Faculty of Civil Engineering Poznan´University of Technology and a student NicolausCopernicus Uniwesity in Torun, Faculty ofEconomic Sciences and Management. His interestsare fiber reinforced concrete and investmentprocess management
The impact of basaltic fibre on selected physical and mechanical properties of cement mortar
Concrete is a fragile material. On average, the ration of the ultimate compressive strength and tensile strength is 10 to 1. As a rule, materials with fibrous structure are characterized by higher ratio of tensile strength and bending strength than the ultimate compressive strength, when compared with concrete. They are also characterized by lower shrinkage. That is why the idea was developed to add fibres into the concrete structure. At present these are mostly steel, cellulose and plastic (e.g. polypropylene, nylon) fibres as well as asbestos, glass or carbon fibres. However, the use of basaltic fibre as a diffused reinforcement for concrete and mortars is not very popular at the moment. In the article, test results of the laboratory of the Institute of Structural Engineering at Poznan´ University of Technology are presented concerning the impact of the addition of basaltic fibre on bending strength, ultimate compressive strength and shrinkage in the first 28 days of cement mortar curing. The optimum amount of basaltic fibre, allowing them best physical and mechanical properties of the mortar to be achieved, was also defined.
History and characteristics of basaltic fibre
The first building material made of basaltic fibre was mineral basaltic wool. The technology of its production was developed in the 1920s in the laboratories of the American company Johns-Manville. The patent for mineral wool production was purchased and used in practice by the Danish company of Rockwool. In the 1960s in the Soviet Union and the USA, intensive research was started in order to achieve the so called continuous basaltic fibre (BNW). After 20 years of experiments, the technology of its production was patented in Russia in 1991. The research had been financed by the war industry, however, the achieved fibre found application also for civil purposes, for instance in the construction industry as a component of composites characterized by high fire resistance and also as the material used for making a façade grid or surface reinforcement. Basaltic fibre, sometimes called a 21st century material, has very good physical and mechanical properties. Admissible work temperatures range from –260 to +700° C. According to
the producers declaration, the diameter of a single fibre used for tests ranges from 7 to 17 μm (in fact the being 12 to 15 μm – see [Fig. 1]) and the coefficient of elasticity totals 89 GPa. Elongation at break reaches the value of 3.15%. Materials made of the basaltic fibre have significantly better physical and mechanical properties than those made of glass fleece. The use of cut basaltic fibre as diffused reinforcement for concrete and mortar is not currently as popular a practice as the use of steel or polypropylene fibre. Lower interest in the basaltic fibre is mainly due to the lack of clear recommendations as regards the amount of used fibre and the impact that the fibre content has on physical and mechanical properties of mortar and concrete.
The aim and scope of the research
Tests have been carried out in the laboratory of the Institute of Structural Engineering at Poznan´ University of Technology. The aim of the tests was to check the influence of added basaltic fibre on some selected physical and mechanical properties of cement mortar. An attempt was made to calculate the optimum amount of the basaltic fibre, allowing the best mechanical properties of the mortar to be achieved. For mortar preparation cement CEM I 32.5R and standard quartz sand were used (according to PN-EN 196-1). The tests were carried out to check bending strength and ultimate compressive strength after 3, 7 and 28 days. The measurement of shrinkage in the first 28 days of mortar curing was also made. The tests were performed on standard cement mortar prisms with dimensions of 4 x 4 x 16 cm. The results of preliminary tests show that the effective impact of the basaltic fibre on the change of basic physical and Festigmechanical properties of the mortar decreases in case of the fibre amount higher than 2% and lower than 0.2% of the mortar weight. That is why samples for the tests were made by adding to the mortar the basaltic fibre totalling 0.3, 0.8, 1.3 and 1.8% of the mortar weight. The basaltic fibre used for tests was cut into pieces of approx. 6.5 mm (Fig. 2). Base prisms with no fibre content (0.0%) were also made up. During the whole period the samples were stored under laboratory conditions in the temperature of 18°C and a relative air humidity > 90%.
Test results for the bending strength
The results achieved during the tests are presented in (Table 1) and (Fig. 3). The presented results are the arithmetic average of measurements made on six samples. Standard deviation of the obtained results of bending strength is between 1.6 to 8.3%. The analysis of the data included in (Table 1) demonstrates that the addition of basaltic fibre increases the bending strength by 13% on average. The achieved increase is practically independent from the amount of added basaltic fibre. After 7 days of mortar curing the bending strength is highest. The highest increase of the bending strength (of approx. 6.5%) in comparison with the base mortar is achieved by adding basaltic fibre equalling 0.8% of the mortar weight. After 28 days of curing the achieved bending strength was lower than after 7 days. The reason for this was probably the use of “R” type cement for tests (cement of high initial strength). For prisms with an additive of fibre equalling 0.3%, 1.3%, 1.8%, the bending strength decreased by another 7.5% in comparison with the base prisms (0.0%). The lowest decrease (approx. 4.5 %) was noticed in samples with the fibre content totalling 0.8% of the volume. It may be assumed that the main reason for this is high fragility of the used basaltic fibre, its relatively small elongation at break and high adherence to the mortar. The mortar which was used to make samples is characterized by fairly high shrinkage. After more than twelve days of curing, the shrinkage strength causes cracking of the basaltic fibres. This would explain a high increase of bending strength after 3 days of curing and a lower increase after 7 days as well as a significant decrease after 28 days of mortar curing. Observation of the prisms’ cross-sections after the tests revealed that the basaltic fibre was diffused in the mortar at random and spatially. During breaking of the samples, approx. 90% of the fibre got broken and the remaining 10% were torn out of the mortar. This demonstrated considerable adherence of the mortar to the basaltic fibre.
Ultimate compressive strength
The achieved test results are presented in (Table 2) and (Fig. 4). The presented results are the arithmetic average of
measurements made on 12 samples. Standard deviation for achieved results of ultimate compressive strength is between 3.0 and 8.1%. After 3 days of curing a significant increase of ultimate compressive strength (of 10%) was observed only for the amount of 0.8% of the fibre in the mortar. For the remaining tested prisms, with the fibre content of 0.3%, 1.3% and 1.8%, the ultimate compressive strength remains on the same level in comparison to the base samples or is slightly higher, which is within the measurement error. After 7 days of curing we can observe stabilization of the strength for 0.3%, 0.8% and 1.8% of the fibre content. In case of the fibre amount equalling 1.3%, we can see a slight decrease of the ultimate compressive strength. However, the reason of such results might be a measurement error. After 28 days of curing, test results are much more differentiated. For small contents of fibre we can observe a significant increase (over 20% for 0.3% of the fibre content and almost 8% for 0.8% of the fibre content). For the fibre amount equalling 1.3%, the strength compared to that of the base samples did not change and for the content reaching 1.8% there was a visible decrease of the strength (of over 15%). The mortar with 1.8% of the fibre content was characterized by much worse workability and worse possibility of its thickening than others. This might have had a decisive impact on its lower ultimate compressive strength.
Test results concerning shrinkage
The shrinkage values given in (Table 3) are the arithmetic average of measurements made on 3 samples. The measurements were made with the accuracy of ± 0.005 mm. From the achieved results we may see that the highest shrinkage value is achieved in the specimens with no fibre content. Shrinkage after 28 days decreases proportionately to the increasing fibre content in the mortar. Measurements made after 3, 7 and 14 days of curing show that the proportionality of the shrinkage to the fibre content is maintained during the whole 28-day period of measurements. It proves that the phenomenon of breaking of the basaltic fibre, observed during the tests of bending strength after the first week of mortar curing, practically has no impact on weakening of its anti-shrinkage properties. The fibre, broken into small pieces, considerably decreases the shrinkage of the mortar. (Fig. 5), presenting the data from (Table 3), shows the dependence between the fibre content in the cement mortar and its 28-day shrinkage. The dependence has the form of the linear function y = a + bx, where a = 0.074, b = – 0.024 and the correlation coefficient equals 0.95. Thus it may be assumed that in the tested range of the basaltic fibre content in the mortar, increasing the fibre amount by 0.1% of the cement mortar weight, results in lower shrinkage of the mortar by approx. 0.0024 mm/m, i.e. by approx. 3.1% in comparison to the mortar with no fibre content.
Conclusions
The analysis of the test results as well as the observation made during these tests allow us to make the following conclusions: n The addition of basaltic fibre causes noticeable increase of 3 and 7 day bending strength; after 28 days of curing, there is a decrease in bending strength n The highest bending strength in comparison to the base samples was achieved in case of 0.8% of the fibre content after 7 days of curing and the highest ultimate compressive strength was achieved in case of 0.3 to 0.8% of the fibre content in the cement mortar after 28 days of curing n exceeding the amount of the fibre addition by 1% results in significant worsening of mortar workability and possibility of its thickening n adding the basaltic fibre to the mortar causes a smaller shrinkage, proportionate to the fibre content (in the tested range of the fibre content in the mortar) Summing up the above presented conclusion, we may say that the optimum amount of the basaltic fibre in the mortar, allowing the best mechanical properties to be achieved, ranges from 0.5% to 0.8% of the cement weight. The addition of basaltic fibre in the content as mentioned above will cause the decrease of shrinkage of the cement mortar by approx. 15 to 20%.
Literature References
Books:
Neville, A. M.: Properties of Concrete, Polski Cement Sp. z o.o., Cracow 2000 Jamroz˙y Zygmunt: Concrete and its properties (Beton I jego technologie), Publishing House for Scientific Works PWN, Warsaw – Cracow 2000
Articles:
Brandt, Andrzej: Use of fibres as reinforcement in concrete elements (Zastosowanie wlókien jako uzbrojenia w elementach betonowych), Conference Concrete on the verge of the new millennium (Beton na progu nowego milenium), Cracow 2000 Karwacki, Janusz: Concrete reinforced with steel and plastic fibres (Betony zbrojone wlóknami stalowymi i syntetycznymi), Engineering and Construction 2/1995 (Inz˙ynieria i Budownictwo 2/1995) Information materials from Konvers Poland Sp. z o.o.
Norms:
EN 197-1:2000 “Cement. Composition, specifications and conformity criteria for common cements” ASTM-C 1018-97 “Standard test Method for Flexural Toughness and First-Crack Strength Fibre-Reinforced Concrete (Using Beam Third-Point Loading)
Spinning the Rocks - Basalt Fibres
Spinning the Rocks - Basalt Fibres
published by D Saravanan (February 2006)
The nature is constantly providing various resources for making textile materials for variety of applications. Though many textile fibres in the nature are available in the fibrous form itself, nature also offers raw materials that can be modified and formed into a filament in a way similar to the melt and solution spinning of other textile fibres. More than 60 sample representing 25 different types of metallic and industrial minerals, aggregates and the three main rock groups namely igneous, sedimentary and metamorphic. Basalt is a natural material belonging to the family of igneous rocks, which has the capability of melting at certain temperature in a way similar to thermoplastic materials. Also basalt material is capable of withstanding high temperature and pressures, which can be used for high performance applications. This paper deals with the manufacturing of basalt fibres, their properties and the applications.
INTRODUCTION
Basalt originates from volcanic magma and flood volcanoes, a very hot fluid or semifluid material under the earth's crust, solidified in the open air. Basalt is a common term used for a variety of volcanic rocks, which are gray, dark in colour, formed from the molten lava after solidification1- 4. Basalt rock-beds with a thickness of as high as 200 m have been found in the East Asian countries. Basalt Formation the heavily thickened lavas contain olivine, clinopyroxene (salite), plagioclase and opaque metal oxides. Plagiocene and pyroxene make up 80% of many types of basalt. Narrow range of silicone dioxide, magnesium oxide and titanium dioxide have also been found to present along with the traces of elements like Zr, Y, Nb. These kind of basalt has been classified as alkali basalt5. When a portion of the earth mantle, which is close in composition to chondrite meteorites, melts to form a basaltic liquid, the light rare earths are more strongly concentrated in the basaltic melt. The mantle perioditite, which remains solid becomes depleted in light rare earth elements, while basaltic melts produced from it show both overall and light rare earth enrichment6. Elemental analysis shows the presence of elements like Fe, Ca, K, Na, Sc, Co, La, Ce, Sm, Eu, Yb, Hf, Ta, Th in the basalt rocks7. Table 1 shows the results of the chemical analysis of the basalt material. Evidences have also been found that basaltic rocks also exist in the planets other than earth8. Basalt makes up the crust beneath the oceans6, 9-10. Because of good hardness and thermal properties, basalt has been used for the construction of the roads as the surfacing and fillings, lining material in the pipes for transporting the hot fluids and as the floor tiles. Basalt is different from the granites in that it has a higher content of iron and magnesium. This can be considered as a major replacement to the asbestos, which poses health hazards by damaging respiratory systems.
Spinning of Basalt Fibre
Though basalt stones are available in different compositions, only certain compositions and characteristics can be used for making the continuous filaments with a dia range of 9 to 24 microns. Compounds present in the basalt rock may vary, especially the SiO2 content depending on their nature and origin. Basalt rocks with SiO2 content about 46% (acid basalt) are suitable for fibre production. A French scientist in the US filed the first patent revealing the technique of producing the basalt fibre in the year 1923 and subsequently the research was started in Russia, Czech and Prague. After dismantling of USSR, the technology was made available to others. Basalt continuous filaments (BCF) are made from the basalt rocks in a single step process melting and extrusion process1, 2, 11, 12. Technological process of manufacturing basalt filament consists of melt preparation, fibre drawing (extrusion), fibre formation, application of lubricants and finally winding. Basalt fibres are currently manufactured by heating the basalt and extruding the molten liquid through a die in the shape of the fibres (Figure 1). Crushed rock materials are charged into the bath-type melting furnace by a dozing charger, which is heated using air-gas mixture. Crushed rocks are converted into melt under temperature of 1430°C - 1450°C in furnace bath. Molten basalt flows from furnace through feeder channel and the feeder window communicates with recuperator. The feeder has a window with a flange connected with slot-type bushing and is heated by furnace waste gases. The melt flows through the platinumrhodium bushing with 200 holes (500 is possible), which is heated electrically.
The fibers are drawn from the melt under hydrostatic pressure and subsequently cooled to get hardened filaments. A sizing liquid with components to impart strand integrity, lubricity, and resin compatibility is applied and then filaments are collected together to form a ‘strand’ and forwarded to the take up device to be wound on to a forming tube. The forming package is often referred to as ‘forming cake’. The dried cakes are ready for further processing. Basalt twisted yarn is produced by twisting the basalt roving. Twist provides additional integrity to the yarn before it is subjected to weaving. Basalt Cut Fibre is produced from continuous basalt filament, chopped to a specific fiber length in a dry cutting process12. The moisture content of the final material lies in the range of less than 1% and with sizing add on levels ranging from 1.0% - 2.0%. The very high melting temperature of basalt rocks makes the process more complicated than that is normally used in the case of glass. Molten basalt is non-homogeneous in nature, which leads to nonuniform temperature distribution during production stage. This requires a very precise temperature maintenance and control system at multiple stages. The main problem that is frequently encountered during the manufacture of basalt fibres is the gradual crystallisation of various structural parts like plagioclase, magnetite, pyroxene. This arises mainly because of difference in the crystallisation temperature (Tc) of the different components, which varies from 720°C – 1010°C (magnetite Tc – 720°C, pyroxene Tc – 830°C and plagioclase Tc – 1010°C). Fresh basalt fibres are practically amorphous when the rapidly quenched, due to the action high temperature these fibres develop the ability to crystallize partially3. A slow cooling of these fibres leads to more or complete crystallization to form an assembly of minerals. Trivalent rare earth ions have same size as the divalent calcium ions. So the rare earth elements fit into the crystal lattices of calciumbearing rock forming minerals6 such as pyroxene (CaMgSiO3) and plagioclase (CaAl2SiO8). Sometimes these minerals are also considered as the incompatible elements depending upon their charge quantity and thermodynamic equilibrium. Research works are being carried out to develop the means to draw the as-spun, spun filaments between rollers to modify the physical properties and to apply the surface finishes to the filaments to suit the specific applications. The fibres may be used either as a filament or chopped into staple fibres as per the requirement. Basalt roving (Figure 2)
is produced by assembling a bundle of strands into a single large strand. Manufactured basalt fibres have a fineness of 9μ - 22μ (chopped fibres 10μ - 17 μ ) and 320 tex - 4800 tex for roving14. Possibility of the production of basalt and glass fabric for the electrical insulation and construction application has been demonstrated (Figure 3). The magnitude of specific volume electrical resistance was found one order higher than that of the glass cloth15. Properties Properties of the basalt material are different from that of granite thought both are obtained from the similar raw material ie, rock. Table 2 gives the comparison of basalt with the granites interms of type, distinct characteristics, and composition.
The density of the basalt, in the rock form, ranges from 2.8 g/cc to 2.9 g/cc, which is very much lower than metal and closer to carbon and glass fibres. However, basalt fibres have the advantage of being very low weight compared to that of steel. Moisture regain and moisture content of basalt fibres exist in the range of less than 1%16. Basalt fibres have very good resistance against alkaline environment, with the capability to withstand pH up to 13 - 14 and relatively less stability in strong acids17. Basalt fibres can retain up to 92% of their properties in 2N NaOH and up to 75% of their properties in 2N HCl acid and results in weight loss of only 5.0% and 2.2% respectively but these conditions lead to severe damage in the case of glass fibres18-19. Basalt materials have strong resistance against the action of fungi and micro-organisms. The poor bending property of the basalt results in easy damage of the fabrics immediately after weaving and, further, needs to be stabilized with some coating. Basalt material is extremely hard and has hardness values between 5 to 9 on Mohr's scale, which results in better abrasion properties. Even continuous abrasion of the basalt fibre-woven fabrics over the propeller type abraders do not result in the liberation of fine fibres or splitting of fibres by fracture and results only in breaking of individual fibres from the woven structure which eliminates possibility of causing hazards related to respiration11. The fractures in the fibre mainly occur due to the non-homogenities in the fibre volume, probably near the small crystallites of the minerals20. Basalt fibres exhibit catastrophic failures at specific places depending upon the critical defect size present in the fibres. Since the defects are present randomly in the fibres, this also leads to mutually independent, multiple failures, which are evident from the fracture analysis using SEM11. Reheating at lower temperatures and weathering the crystallized basalt materials results in the formation of un-consolidated layers of substances (regolith) especially over the exterior surface, mainly because of the reduction reactions3. Heat treatment at 850oC for specified durations is also given to basalt fibres and fabrics depending on their end use. Basalt fibres have an excellent thermal properties compared to that of glass (E-type) and can easily withstand the temperature of 1100°C – 1200°C for hours continuously without any physical damage. Unstressed basalt fibres and fabrics can maintain their integrity even up to 1250°C, which makes them superior compared to glass and carbon fibres. Table 3 gives the various mechanical, thermal, electrical properties of the basalt fibres2,19. Applications Basalt is ecologically pure material and attracts the attention from the various segments. Basalt fibres do not undergo any toxic reaction with water and do not pollute air also. Unlike asbestos fibres, which poses health hazards by affecting respiratory system, the basalt fibres do not cause any damage to the health since the filaments are spun with higher dia than 5 μ and also due to favourable biopersistence, it has been made label-free material in the US and Europe. Also, particles or fibrous fragments due to abrasion are too thick to be respirable but care in handling is recommended20.
Application of basalt fibres in composites, high performance enduses have been discussed individually by many authors in the past21-29. Basalt is ecologically pure material and attracts the attention from various segments. Basalt fabrics are produced for the structural, electro-technical purposes. Structural applications include electromagnetic shielding structures, various components of automobiles, aircraft, ships and household appliances. Fabrics of varying surface densities are made depending upon the application type and are in the range 160 g/m2 to 1100 g/m2 for the insulation type of applications. Basalt fibres reinforced in the glass matrix can be viably used for opto-mechanical applications21. Basalt fibres have better heat insulating properties, almost three times, than the asbestos. Basalt fabrics are used as the fire blocking materials in the public transport systems due to the inherent better thermal properties. Both woven as well as knitted fabrics are used for these applications. Basalt interliners in the mattresses prevent unexpected fire accidents that can happen by smoking cigarettes or by other means. A very high abrasion resistance property of basalt material is useful in making the cut resistance fabrics.
Geo-composites
Basalt materials do not absorb the radioactive radiations, which makes them to consider as the potential material in production and transformation of radioactive materials, in nuclear power plants. Protective cap using geo-composites in the waste disposal sites, incorporating basalt materials, can offer the best protection for the human health and environment against the radioactive wastes30. Many of these wastes need to be protected for centuries in an isolated way for harmless disposal. The major requirements of such capping system for the long term use include, ability to function in a semiarid to sub humid climate, limit the recharge of water table to near zero amount, maintenance free, resisting animal, human intrusion and limiting the release of noxious gases Waste dumping pits are constructed with several layers, which include coarse material such as sands, gravels and basalt riprap (Figure 4). Basalt geo-mesh19 offers a number of advantages over glass or metals used for the pavement reinforcement.
They are ecologically safe and can withstand very high temperature of molten asphalt. The basalt geo-meshes are chemically inert and lighter than metallic meshes.Basalt geo-mesh is also suitable for soil and embankment stabilization and environmental and ecological safety. Geo-polymeric concretes reinforced with basalt fibres show better fracture toughness as shown by three point bending tests than the conventional cement structures31.
Civil Construction and Concrete Reinforcements
Basalt, in civil construction, is mainly used in the form of crushed rock in construction, industrial and high way engineering17. Applicability of basalt fibres as a strengthening for concrete structural materials has been studied for durability, mechanical properties and flexural strength28. Requirements of the moderate strengthening in the civil structures and high fire resistance can be met with basalt fibres while FRP strengthening can be considered for pure strengthening. Basalt filaments incorporated unidirectional rods are used as the reinforcement of concrete slabs in hydraulic engineering and construction in seismically hazardous regions. On the weight basis, one kilogram of basal reinforcement can replace 9.6 kg of steel in the concrete structure23. The basalt rebar, consisting of 80% basalt fibre with an epoxy binder offer better mechanical properties to the reinforced concrete and are, also, less expensive24. Rods made of basalt have same coefficient of thermal expansion (8ppm/°C)11, 16 as that of concrete, which also increases the compatibility and performance in adverse conditions23. Presence of alkali or alkaline treatment results in loss of the volume accompanied by the reduction in strength, significantly. In the accelerated weathering tests, basalt fibres show better results compared to glass fibres. Exposure to 600°C for 2 h also results in almost retention of 90% of normal strength while carbon fibre and glass fibres loss their volumetric integrity28. Strengthening of concrete members were improved up to 27% depending upon the number of layers applied. The basalt fibres have the advantage of low weight compared to the steel and also have a similar co-efficient of thermal expansion as that of concrete. Basalt can also be used in the interiors, partitioning of the buildings, elevator shafts, and in sound insulations for the buildings.
Basalt Fibre Composites-Tissues, Plastics, Prepegs and Laminates A very high Young's modulus, ultimate tensile strength and good wetting properties of basalt filaments can be utilized for making high performance composites. Basalt fibre tissue is a non-woven material, composed of uniformly distributed basalt fibres, bound by organic additives like thermosetting resins32. Its porosity makes easy to impregnates and also possesses better resistance against atmospheric agents, UV rays, acids, and alkalis. Different binders like foro-phenolic, melamine, latex, urea formaldehyde or PVA can be used for making basalt tissues. Basalt tissues can be used as soft roofing and water proofing using bituminous coatings, geotextiles, anti-corrosion material, plastic foams with PU foam linings, tissue tapes for joining two boards, batter plate separators and etc. Basalt plastics based on various thermosetting binders, phenolic polyesters through the laying out method, suitable for automobile, aircraft, ships and households appliances23. Basalt fibre reinforced plastics are more suitable for painting because of their better surface quality. This, also, can be electroplated without imparting any pretreatment to this material 22. Silane coupling agents are used to improve the interaction between basalt fibres and polymeric matrix like polyester. But hydrolysis of silane, condensation, orientation on the basalt surface and chemical bonding on the surface are the factors that affect the flexural strength of the composites29. Prepegs suitable for transfer molding, die-casting, winding laying, direct pressing autoclaves, and vacuum molding can be manufactured using basalt fibres, both filaments and chopped fibres with modified polyester resins. These prepegs can be stored for a longer time, at least four years, under storage conditions of hermetical packing with a temperature of below 40oC. The following Table 4 gives the comparison between basalt filament based prepegs and chopped fibre based prepegs. Hybrid composites of basalt fibres can also be used in combinationwith other reinforcements eg , basalt/carbon17. Composite panels
fabricated by resin transfer moulding (RTM) using five plies of laminates of woven basalt fabrics show excellent properties. The laminates with a fibre volume fraction of 0.44 and laying configuration of [0°/90°] yield the following results. Basalt fibre laminates have been developed using the resins including phenols, epoxy, polyamides33. These laminates are mainly used for the production of printed circuit boards, electrical circuits and graph plotters.Table 5 shows the typical values of various properties achievable in the basalt fibre laminates. Abrasion Resistant Basalt Fibre Pipes, Castings Installation of Basalt lined pipes started widely in 1980s and 1990s. These pipes have the hardness of 9 on Mohr scale so that they provide the highest level of abrasion and impact resistance34. Transporting slag is one of the most severe strain put on pipes and its components. High-pressure pipes can be manufactured using basalt-plastic combinations, which can withstand more 1000 atm, which is not possible with the metal pipes. Basalt fibre pipes are manufactured through filament winding, using fabrics and prepregs impregnated with a binder. These pipes are useful as the component parts of shaft linings, building components for transporting corrosive liquids and gases. Also, basalt-plastic pipes can be used for a longer service life ie, 60 years - 80 years, which is 2 or 3 times longer than the metallic pipes. Basalt lined pipes carrying abrasive coal slurry can be used for decades without any assessable damages. In a typical cyclone boilers, a unique requirement is that the ash from these boilers must be melted and turned into liquid to the slag tank35. Situations, where low sulphur coals are used, the melting (fusion) temperature is very high and also they yield slag as brittle and hard, which has high abrasion. Mining operations, also, involve separation of sodium chloride and potassium chloride by flotation technique. The transportation of these un-separated salts and tramp material takes place across large area. Abrasive and corrosive natures of these salt slurries cause premature wear in many of the pipes. Installation of basalt and ceramic lined pipes help to reduce the down time and increase the productivity 36. Basalt lining incorporated pipes are used to overcome this wear problems (Figure 5). Pre-engineered linings are made by melting and casting the volcanic rock with final annealing treatment to impart required hardness. Due to low thermal conductivity of basalt, deposition of salt and paraffin inside the pipes is also reduced. Basalt fibre pipes can also be used in machine building because of their good frictional, heat and chemical resistance 17. Table 6 shows the comparative properties of the basalt-plastic with the steel and glass-plastic composites.
Good wetting property of basalt fibres helps to apply various chemicals through topical treatment to achieve various functional finishes like oil resistance, soil resistance, colouring the fabrics and the finishes to impart abrasion resistance. Because of very high resistance to the various chemicals, basalt pipes can be used for transporting hydrogen sulphide, acid, alkalies and etc, without any hazard. The chief advantages of basalt pipes23 include
• Pipes can withstand very high pressures like above1000 atm, which is not possible with steel pipes.
• Being insulators, basalt-plastic pipes are resistant to electrochemical corrosion, which results in the life expectancy of 60 - 80 years.
• Basalt fibres are resistant to the action of fungi and microorganisms.
• High chemical resistance to aggressive media makes it possible to manufacture pipelines for transporting hydrogen sulphide, acids, alkalis and etc.
• Low thermal conductivity prevents deposition of salts and paraffin in pipelines.
Basalt Castings
The equipment used in the coal mines often suffer from high wear and tear problems, resulting frequent downtime and reduction in the productivity. These equipment are mainly used for transporting of coal, flyash, wet ash and lime. Linings of the equipment with basalt casting reduces friction induced abrasions. Basalt casting being corrosion resistant, creates smooth surface with good flow properties. In coal mines ash removing pipes (dia-10²to 12²) are normally made of hardened cast iron, which normally gives a life of four years. Granulated blast furnace slag are used in the production of slag cement which is an additive for Portland cement and transporting them through the pipes result in higher wear and tear since the slag composed of lime, silica, alumina and magnesia is extremely abrasive. Basalt pipes provide an ideal solution in this situation34. With basalt linings the life can be improved up to 8 years in the case of abrasives and up to 12 years in the case of conveying ash and sand. In a typical pipe, the basalt cast-linings are incorporated to the extent of 7/8" (22.22 mm) thickness and 11/8" (35 mm) at elbows37. Electro-technical Application Basalt fabrics for electro-technical purposes are used as a base for the production of insulation materials. Preliminary metallization of the
fabrics result in shielding properties of electromagnetic radiations. These materials have superior properties to conventional fibre glass materials. Basalt can be used over a wide temperature range from about -260°C/-200°C to 650°C/800°C compared to E-glass which can be used from - 6oC to 450°C/600°C17. The wide range of possible applications results from its wide range of good properties. It can replace asbestos in almost all applications because of its heat insulating properties. Because of its good insulating properties, it can replace glass materials. Table 7 shows the comparison between the composition of E-glass and basalt fibres. Tapes made from the basalt material can be used in the electrical cables as the insulation material against fire hazards during power transmission. Even at very low temperatures, the basalt fibres attain their properties, which makes this material suitable for low temperature insulations. Industrial Applications Basalt fibres, as a sewing thread, attract major attention in the high temperature application,. Stitching of filter bags for hot media, filter bags intended for highly aggressive chemical environment13, 26-27. Incombustible basalt fabrics inserts in industrial ventilators increase their fire safety as well as fire resistance of ventilating systems and construction materials. Automobile, aircraft, ship and household appliances using basalt are also made with incorporating thermosetting resins such as epoxy and phenolic resins in the form of prepegs, laying out. Lubricated,
chopped fibres are used in car brakes etc. the ability to recycle the basalt fibres to different forms solves the problem of disposal of the scraps, and different degraded components obtained from various applications. Basalt fibres reinforced cardboard with suitable binders like PVA can be used for cryogenic applications that are required for storing biological materials in liquid nitrogen atmosphere25. Epoxy sheets containing basalt fibres and intumescent nonwoven fibre mats as a fireproofing material to meet fire codes in concrete bridge and marine applications14. Basalt fibres have better sound proofing abilities and can act as a barrier in the frequency range up to 1800 Hz, to the extent of 80% - 95%18. Basalt fibres can also be used in the various agricultural applications like, land drainage pipes, pipes for irrigation and hosing, raising vegetable and seeding, and agricultural machine constructions38. At present, the cost of basalt fibres is almost three times higher than that of the glass fibres but this is likely to come down once the production volume goes up.
REFERENCES
1. Jean Marie Nolf. ‘Basalt Fibres - Fire Blocking Textiles’. Technical Usage Textile, no 49(3rd qrt), 2003,
pp 38 - 42.
2. K Vladimir and L Vladimir. ‘Fibres from Stone’. International Textile Bulletin, no 5, 2003, pp 48 - 52.
3. L A Taylor, A Patchen, R G Mayne and D H Taylor. ‘The Most Reduced Rock from the Moon, Appllo 14 Basalt 14053 : Its Unique Features and their Origin’. The American Minerologist 89 (11 / 12), 2004, p 1617.
4. P R Renne. ‘Flood Basalts - Bigger and Badder’. Science, no 296(5574), 2002 pp 1812-13.
5. A F M Abdel Rahman and P E Nassar. ‘Cenzoic Colcanism in the Middle East :Petrogenis of Alkali Basalt from Northern Lebanon’. Geological Magazine, vol 141, no 5, 2004.
6. D H Cornell. ‘Rare Earths from Supernova to Super Conductor’. Pure and Applied Chemistry, vol 65, no 12, 1993, pp 2453 - 2465.
7. M F Reed, R C Bartholomay and S S Hughes. ‘Geochemistry and Stratigraphic Correlelation of Basalt Lavas beneath the Idaho Chemical Processing Plant, Idaho National Engineering Laboratory’. Environmental Geology, vol 30, no 1-2, 1997, pp 108 - 118.
8. H Y McSween, R E Arvidson, J F Brll III and Blaney D. ‘Basaltic Rock Analysed by the Sprint Rover in Gusev Crater’. Science, no 305, August 6, 2004, pp 842 - 845.
9. J Militky, V Kovacic and J Rubnerova. ‘Influence of Thermal Treatment on Tensile Failure of Basalt Fibres’. Engineering Fracture Mechanics, no 69, 2002, pp 1025 - 1033.
10. J H Schut. ‘Lava based Fibres Reinforce Composites’, Plastics Technology, vol 50, no 6, 2004, p 33.
11. L V Tropina, C G Vasyhk, V L Kornyushina, V M Dyaglev, Y M Rassadin and M A Makarushina. ‘New Cloth from Basalt Fibres’. Fiber Chemistry, vol 27,
published by D Saravanan (February 2006)
The nature is constantly providing various resources for making textile materials for variety of applications. Though many textile fibres in the nature are available in the fibrous form itself, nature also offers raw materials that can be modified and formed into a filament in a way similar to the melt and solution spinning of other textile fibres. More than 60 sample representing 25 different types of metallic and industrial minerals, aggregates and the three main rock groups namely igneous, sedimentary and metamorphic. Basalt is a natural material belonging to the family of igneous rocks, which has the capability of melting at certain temperature in a way similar to thermoplastic materials. Also basalt material is capable of withstanding high temperature and pressures, which can be used for high performance applications. This paper deals with the manufacturing of basalt fibres, their properties and the applications.
INTRODUCTION
Basalt originates from volcanic magma and flood volcanoes, a very hot fluid or semifluid material under the earth's crust, solidified in the open air. Basalt is a common term used for a variety of volcanic rocks, which are gray, dark in colour, formed from the molten lava after solidification1- 4. Basalt rock-beds with a thickness of as high as 200 m have been found in the East Asian countries. Basalt Formation the heavily thickened lavas contain olivine, clinopyroxene (salite), plagioclase and opaque metal oxides. Plagiocene and pyroxene make up 80% of many types of basalt. Narrow range of silicone dioxide, magnesium oxide and titanium dioxide have also been found to present along with the traces of elements like Zr, Y, Nb. These kind of basalt has been classified as alkali basalt5. When a portion of the earth mantle, which is close in composition to chondrite meteorites, melts to form a basaltic liquid, the light rare earths are more strongly concentrated in the basaltic melt. The mantle perioditite, which remains solid becomes depleted in light rare earth elements, while basaltic melts produced from it show both overall and light rare earth enrichment6. Elemental analysis shows the presence of elements like Fe, Ca, K, Na, Sc, Co, La, Ce, Sm, Eu, Yb, Hf, Ta, Th in the basalt rocks7. Table 1 shows the results of the chemical analysis of the basalt material. Evidences have also been found that basaltic rocks also exist in the planets other than earth8. Basalt makes up the crust beneath the oceans6, 9-10. Because of good hardness and thermal properties, basalt has been used for the construction of the roads as the surfacing and fillings, lining material in the pipes for transporting the hot fluids and as the floor tiles. Basalt is different from the granites in that it has a higher content of iron and magnesium. This can be considered as a major replacement to the asbestos, which poses health hazards by damaging respiratory systems.
Spinning of Basalt Fibre
Though basalt stones are available in different compositions, only certain compositions and characteristics can be used for making the continuous filaments with a dia range of 9 to 24 microns. Compounds present in the basalt rock may vary, especially the SiO2 content depending on their nature and origin. Basalt rocks with SiO2 content about 46% (acid basalt) are suitable for fibre production. A French scientist in the US filed the first patent revealing the technique of producing the basalt fibre in the year 1923 and subsequently the research was started in Russia, Czech and Prague. After dismantling of USSR, the technology was made available to others. Basalt continuous filaments (BCF) are made from the basalt rocks in a single step process melting and extrusion process1, 2, 11, 12. Technological process of manufacturing basalt filament consists of melt preparation, fibre drawing (extrusion), fibre formation, application of lubricants and finally winding. Basalt fibres are currently manufactured by heating the basalt and extruding the molten liquid through a die in the shape of the fibres (Figure 1). Crushed rock materials are charged into the bath-type melting furnace by a dozing charger, which is heated using air-gas mixture. Crushed rocks are converted into melt under temperature of 1430°C - 1450°C in furnace bath. Molten basalt flows from furnace through feeder channel and the feeder window communicates with recuperator. The feeder has a window with a flange connected with slot-type bushing and is heated by furnace waste gases. The melt flows through the platinumrhodium bushing with 200 holes (500 is possible), which is heated electrically.
Geo-composites
Basalt materials do not absorb the radioactive radiations, which makes them to consider as the potential material in production and transformation of radioactive materials, in nuclear power plants. Protective cap using geo-composites in the waste disposal sites, incorporating basalt materials, can offer the best protection for the human health and environment against the radioactive wastes30. Many of these wastes need to be protected for centuries in an isolated way for harmless disposal. The major requirements of such capping system for the long term use include, ability to function in a semiarid to sub humid climate, limit the recharge of water table to near zero amount, maintenance free, resisting animal, human intrusion and limiting the release of noxious gases Waste dumping pits are constructed with several layers, which include coarse material such as sands, gravels and basalt riprap (Figure 4). Basalt geo-mesh19 offers a number of advantages over glass or metals used for the pavement reinforcement.
Civil Construction and Concrete Reinforcements
Basalt, in civil construction, is mainly used in the form of crushed rock in construction, industrial and high way engineering17. Applicability of basalt fibres as a strengthening for concrete structural materials has been studied for durability, mechanical properties and flexural strength28. Requirements of the moderate strengthening in the civil structures and high fire resistance can be met with basalt fibres while FRP strengthening can be considered for pure strengthening. Basalt filaments incorporated unidirectional rods are used as the reinforcement of concrete slabs in hydraulic engineering and construction in seismically hazardous regions. On the weight basis, one kilogram of basal reinforcement can replace 9.6 kg of steel in the concrete structure23. The basalt rebar, consisting of 80% basalt fibre with an epoxy binder offer better mechanical properties to the reinforced concrete and are, also, less expensive24. Rods made of basalt have same coefficient of thermal expansion (8ppm/°C)11, 16 as that of concrete, which also increases the compatibility and performance in adverse conditions23. Presence of alkali or alkaline treatment results in loss of the volume accompanied by the reduction in strength, significantly. In the accelerated weathering tests, basalt fibres show better results compared to glass fibres. Exposure to 600°C for 2 h also results in almost retention of 90% of normal strength while carbon fibre and glass fibres loss their volumetric integrity28. Strengthening of concrete members were improved up to 27% depending upon the number of layers applied. The basalt fibres have the advantage of low weight compared to the steel and also have a similar co-efficient of thermal expansion as that of concrete. Basalt can also be used in the interiors, partitioning of the buildings, elevator shafts, and in sound insulations for the buildings.
Basalt Fibre Composites-Tissues, Plastics, Prepegs and Laminates A very high Young's modulus, ultimate tensile strength and good wetting properties of basalt filaments can be utilized for making high performance composites. Basalt fibre tissue is a non-woven material, composed of uniformly distributed basalt fibres, bound by organic additives like thermosetting resins32. Its porosity makes easy to impregnates and also possesses better resistance against atmospheric agents, UV rays, acids, and alkalis. Different binders like foro-phenolic, melamine, latex, urea formaldehyde or PVA can be used for making basalt tissues. Basalt tissues can be used as soft roofing and water proofing using bituminous coatings, geotextiles, anti-corrosion material, plastic foams with PU foam linings, tissue tapes for joining two boards, batter plate separators and etc. Basalt plastics based on various thermosetting binders, phenolic polyesters through the laying out method, suitable for automobile, aircraft, ships and households appliances23. Basalt fibre reinforced plastics are more suitable for painting because of their better surface quality. This, also, can be electroplated without imparting any pretreatment to this material 22. Silane coupling agents are used to improve the interaction between basalt fibres and polymeric matrix like polyester. But hydrolysis of silane, condensation, orientation on the basalt surface and chemical bonding on the surface are the factors that affect the flexural strength of the composites29. Prepegs suitable for transfer molding, die-casting, winding laying, direct pressing autoclaves, and vacuum molding can be manufactured using basalt fibres, both filaments and chopped fibres with modified polyester resins. These prepegs can be stored for a longer time, at least four years, under storage conditions of hermetical packing with a temperature of below 40oC. The following Table 4 gives the comparison between basalt filament based prepegs and chopped fibre based prepegs. Hybrid composites of basalt fibres can also be used in combinationwith other reinforcements eg , basalt/carbon17. Composite panels
• Pipes can withstand very high pressures like above1000 atm, which is not possible with steel pipes.
• Being insulators, basalt-plastic pipes are resistant to electrochemical corrosion, which results in the life expectancy of 60 - 80 years.
• Basalt fibres are resistant to the action of fungi and microorganisms.
• High chemical resistance to aggressive media makes it possible to manufacture pipelines for transporting hydrogen sulphide, acids, alkalis and etc.
• Low thermal conductivity prevents deposition of salts and paraffin in pipelines.
Basalt Castings
The equipment used in the coal mines often suffer from high wear and tear problems, resulting frequent downtime and reduction in the productivity. These equipment are mainly used for transporting of coal, flyash, wet ash and lime. Linings of the equipment with basalt casting reduces friction induced abrasions. Basalt casting being corrosion resistant, creates smooth surface with good flow properties. In coal mines ash removing pipes (dia-10²to 12²) are normally made of hardened cast iron, which normally gives a life of four years. Granulated blast furnace slag are used in the production of slag cement which is an additive for Portland cement and transporting them through the pipes result in higher wear and tear since the slag composed of lime, silica, alumina and magnesia is extremely abrasive. Basalt pipes provide an ideal solution in this situation34. With basalt linings the life can be improved up to 8 years in the case of abrasives and up to 12 years in the case of conveying ash and sand. In a typical pipe, the basalt cast-linings are incorporated to the extent of 7/8" (22.22 mm) thickness and 11/8" (35 mm) at elbows37. Electro-technical Application Basalt fabrics for electro-technical purposes are used as a base for the production of insulation materials. Preliminary metallization of the
fabrics result in shielding properties of electromagnetic radiations. These materials have superior properties to conventional fibre glass materials. Basalt can be used over a wide temperature range from about -260°C/-200°C to 650°C/800°C compared to E-glass which can be used from - 6oC to 450°C/600°C17. The wide range of possible applications results from its wide range of good properties. It can replace asbestos in almost all applications because of its heat insulating properties. Because of its good insulating properties, it can replace glass materials. Table 7 shows the comparison between the composition of E-glass and basalt fibres. Tapes made from the basalt material can be used in the electrical cables as the insulation material against fire hazards during power transmission. Even at very low temperatures, the basalt fibres attain their properties, which makes this material suitable for low temperature insulations. Industrial Applications Basalt fibres, as a sewing thread, attract major attention in the high temperature application,. Stitching of filter bags for hot media, filter bags intended for highly aggressive chemical environment13, 26-27. Incombustible basalt fabrics inserts in industrial ventilators increase their fire safety as well as fire resistance of ventilating systems and construction materials. Automobile, aircraft, ship and household appliances using basalt are also made with incorporating thermosetting resins such as epoxy and phenolic resins in the form of prepegs, laying out. Lubricated,
REFERENCES
1. Jean Marie Nolf. ‘Basalt Fibres - Fire Blocking Textiles’. Technical Usage Textile, no 49(3rd qrt), 2003,
pp 38 - 42.
2. K Vladimir and L Vladimir. ‘Fibres from Stone’. International Textile Bulletin, no 5, 2003, pp 48 - 52.
3. L A Taylor, A Patchen, R G Mayne and D H Taylor. ‘The Most Reduced Rock from the Moon, Appllo 14 Basalt 14053 : Its Unique Features and their Origin’. The American Minerologist 89 (11 / 12), 2004, p 1617.
4. P R Renne. ‘Flood Basalts - Bigger and Badder’. Science, no 296(5574), 2002 pp 1812-13.
5. A F M Abdel Rahman and P E Nassar. ‘Cenzoic Colcanism in the Middle East :Petrogenis of Alkali Basalt from Northern Lebanon’. Geological Magazine, vol 141, no 5, 2004.
6. D H Cornell. ‘Rare Earths from Supernova to Super Conductor’. Pure and Applied Chemistry, vol 65, no 12, 1993, pp 2453 - 2465.
7. M F Reed, R C Bartholomay and S S Hughes. ‘Geochemistry and Stratigraphic Correlelation of Basalt Lavas beneath the Idaho Chemical Processing Plant, Idaho National Engineering Laboratory’. Environmental Geology, vol 30, no 1-2, 1997, pp 108 - 118.
8. H Y McSween, R E Arvidson, J F Brll III and Blaney D. ‘Basaltic Rock Analysed by the Sprint Rover in Gusev Crater’. Science, no 305, August 6, 2004, pp 842 - 845.
9. J Militky, V Kovacic and J Rubnerova. ‘Influence of Thermal Treatment on Tensile Failure of Basalt Fibres’. Engineering Fracture Mechanics, no 69, 2002, pp 1025 - 1033.
10. J H Schut. ‘Lava based Fibres Reinforce Composites’, Plastics Technology, vol 50, no 6, 2004, p 33.
11. L V Tropina, C G Vasyhk, V L Kornyushina, V M Dyaglev, Y M Rassadin and M A Makarushina. ‘New Cloth from Basalt Fibres’. Fiber Chemistry, vol 27,
Tuesday, May 17, 2011
Monday, May 16, 2011
Saturday, May 7, 2011
Full-Veneered Windsurfboards
www.incotelogy.de
www.basaltfiberworld.com
Im Jahr 2008 starteten die beiden Eberswalder- Studenten Magnus Hoffmann und Martin Lüke (http://holzboards.wordpress.com) ein recht außergewöhnliches Projekt in Ihrem Fachbereich Holztechnik. Ihr Ziel war es Windsurfbretter mit Echtholzfurnier herzustellen. Ein gewagtes Vorhaben bei solch einer sehr komplizierten Freiform . Es galt Lösungen für etliche Probleme zu finden.
Nach dem die Surfsaison im Oktober 2007 zu ende ging und ein Ingenieurs-technischen Projekt für das Studium anstand, beschlossen Magnus Hoffmann und Martin Lüke sich für das kommende Jahr mit Hilfe der Hochschule neue Windsurfboards zu bauen. Dafür war eine technische Zeichnung nötig, um im späteren Verlauf aus Styroporblöcken fertige Rohling, sogenannt Blancs, computergesteuert zu fräsen.
Das größte Problem bestand darin ein 0,6 mm bis 1,2 mm starkes Holzfurnier um die Form eines Surfboards zu bekommen. Dies konnte nur durch mehrere Dämpfvorgänge und einem anschließenden Vakuumverfahren erreicht werden.Allerdings spielte auch die Wahl der Gewebe eine wichtige Rolle, um die ausreichende Festigkeit und Steifigkeit zu gewährleisten.
Daher wurde mit Unterstützung von Incotelogy eine neuartige BASFIBER Basaltfaser verarbeitet, die im Vergleich zu Glasfaser wesentlich bessere Eigenschaften hat. Aus einem anfänglichen Projekt folgt dann die Diplomarbeit und es wurden fünf weitere Boards mit erstaunlichen Ergebnissen hinsichtlich Optik und Festigkeit gebaut. Vielleicht wird es zukünftig noch mehr solche sehr individuellen Windsurfbretter der beiden Studenten geben.
Tuesday, May 3, 2011
Fire Test of Basalt Fiber Needle-Punched Mat
Basalt needle-punched mat is formed due to multiple needle puncturing without any binder. Traditional thermal insulation is made using the chemical binder, which release toxic gases during decomposition – such as phenol, phormaldehyde, etc.
The base material for basalt needle-punched mats is the continuous basalt fiber with monofilament diameter 10-13 micron, whereas in other products like mineral wool the fiber diameter is 3-4 micron. Such materials are carcinogenic, as opposed to BMN mats.
Basalt needle-punched mat does not shrink while assembling and expoloitation. Consequently, no gaps arise between the insulation material and the insulated surface. The mat is easelly cutted, flexible and as a result easy to process. The mat is highly resistable to aggessive media.
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