978 resultados para NEW MINERAL
Resumo:
Carlosbarbosaite, ideally (UO2)(2)Nb2O6(OH)(2)center dot 2H(2)O, is a new mineral which occurs as a late cavity filling in albite in the Jaguaracu pegmatite, Jaguaracu municipality, Minas Gerais, Brazil. The name honours Carlos do Prado Barbosa (1917-2003). Carlosbarbosaite forms long flattened lath-like crystals with a very simple orthorhombic morphology. The crystals are elongated along [001] and flattened on (100); they are up to 120 mu m long and 2-5 mu m thick. The colour is cream to pale yellow, the streak yellowish white and the lustre vitreous. The mineral is transparent (as individual crystals) to translucent (massive). It is not fluorescent under either long-wave or short-wave ultraviolet radiation. Carlosbarbosaite is biaxial(+) with alpha = 1.760(5), beta = 1.775(5), gamma = 1.795(5), 2V(meas) = 70(1)degrees, 2V(calc) = 83 degrees. The orientation is X parallel to a, Y parallel to b, Z parallel to c. Pleochroism is weak, in yellowish green shades, which are most intense in the Z direction. Two samples were analysed. For sample I, the composition is: UO3 54.52, CaO 2.07, Ce2O3 0.33, Nd2O3 0.49, Nb2O5 14.11, Ta2O5 15.25, TiO2 2.20, SiO2 2.14, Fe2O3 1.08, Al2O3 0.73, H2O (calc.) 11.49, total 104.41 wt.%; the empirical formula is (square 0.68Ca0.28Nd0.02Ce0.02)(Sigma=1.00)[U-1.44 square O-0.56(2.88)(H2O)(1.12)](Nb0.80Ta0.52Si0.27Ti0.21Al0.11Fe0.10)(Sigma=2.01) O-4.72(OH)(3.20)(H2O)(2.08). For sample 2, the composition is: UO3 41.83, CaO 2.10, Ce2O3 0.31, Nd2O3 1.12, Nb2O5 14.64, Ta2O5 16.34, TiO2 0.95, SiO2 3.55, Fe2O3 0.89, Al2O3 0.71, H2O (calc.) 14.99, total 97.43 wt.%; the empirical formula is (square 0.67Ca0.27Nd0.05Ce0.01)(Sigma=1.00)[U-1.04 square O-0.96(2.08)(H2O)(1.92)] (Nb0.79Ta0.53Si0.42Ti0.08Al0.10Fe0.08)(Sigma=2.00)O-4.00(OH)(3.96)(H2O)(2.04). The ideal endmember formula is (UO2)(2)Nb2O6(OH)(2)center dot 2H(2)O. Calculated densities are 4.713 g cm(-3) (sample 1) and 4.172 g cm(-3) (sample 2). Infrared spectra show that both (OH) and H2O are present. The strongest eight X-ray powder-diffraction lines [listed as d in angstrom(I)(hkl)] are: 8.405(8)(110), 7.081(10)(200), 4.201(9)(220), 3.333(6)(202), 3.053(8)(022), 2.931(7)(420), 2.803(6)(222) and 2.589(5)(040,402). The crystal structure was solved using single-crystal X-ray diffraction (R = 0.037) which gave the following data: orthorhombic, Cmem, a = 14.150(6), b = 10.395(4), c = 7.529(3) angstrom, V = 1107(1) angstrom(3), Z = 4. The crystal structure contains a single U site with an appreciable deficiency in electron scattering, which is populated by U atoms and vacancies. The U site is surrounded by seven 0 atoms in a pentagonal bipyramidal arrangemet. The Nb site is coordinated by four 0 atoms and two OH groups in an octahedral arrangement. The half-occupied tunnel Ca site is coordinated by four 0 atoms and four H2O groups. Octahedrally coordinated Nb polyhedra share edges and comers to form Nb2O6(OH)(2) double chains, and edge-sharing pentagonal bipyramidal U polyhedra form UO5 chains. The Nb2O6(OH)(2) and UO5 chains share edges to form an open U-Nb-phi framework with tunnels along [001] that contain Ca(H2O)(4) clusters. Carlosbarbosaite is closely related to a family of synthetic U-Nb-O framework tunnel structures, it differs in that is has an (OH)-bearing framework and Ca(H2O)(4) tunnel occupant. The structure of carlosbarbosaite resembles that of holfertite.
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Fluorcalciomicrolite, (Ca,Na,□)2Ta2O6F, is a new microlite-group, pyrochlore supergroup mineral approved by the CNMNC (IMA 2012-036). It occurs as an accessory mineral in the Volta Grande pegmatite, Nazareno, Minas Gerais, Brazil. Associated minerals include: microcline, albite, quartz, muscovite, spodumene, "lepidolite", cassiterite, tantalite-(Mn), monazite-(Ce), fluorite, "apatite", beryl, "garnet", epidote, magnetite, gahnite, zircon, "tourmaline", bityite, hydrokenomicrolite, and other microlite-group minerals under study. Fluorcalciomicrolite occurs as euhedral, untwinned, octahedral crystals 0.1-1.5 mm in size, occasionally modified by rhombododecahedral faces. The crystals are colourless and translucent; the streak is white, and the lustre is adamantine to resinous. It does not fluoresce under ultraviolet light. Mohs' hardness is 4½- 5, tenacity is brittle. Cleavage is not observed; fracture is conchoidal. The calculated density is 6.160 g/cm3. The mineral is isotropic, ncalc. = 1.992. The Raman spectrum is dominated by bands of B-X octahedral bond stretching and X-B-X bending modes.The chemical composition (n = 6) is (by wavelength dispersive spectroscopy, H2O calculated to obtain charge balance, wt.%): Na2O 4.68, CaO 11.24, MnO 0.01, SrO 0.04, BaO 0.02, SnO2 0.63, UO2 0.02, Nb2O5 3.47, Ta2O5 76.02, F 2.80, H2O 0.48, O=F -1.18, total 98.23. The empirical formula, based on 2 cations at the B site, is (Ca1.07Na0.81□0.12)∑2.00(Ta1.84Nb0.14Sn0.02)∑2.00 [O5.93(OH)0.07]6.00[F0.79(OH)0.21]. The strongest eight X-ray powder-diffraction lines [d in Å(I)(hkl)] are: 5.997(59)(111), 3.138(83)(311), 3.005(100)(222), 2.602(29)(400), 2.004(23)(511), 1.841(23)(440), 1.589(25)(533), and 1.504(24)(444). The crystal structure refinement (R1 = 0.0132) gave the following data: cubic, Fd3m, a = 10.4191(6) Å, V = 1131.07(11) Å3, Z = 8.
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The new mineral species vapnikite, Ca3UO6, was found in larnite pyrometamorphic rocks of the Hatrurim Formation at Jabel Harmun in the Judean desert, Palestinian Autonomy, Israel. Vapnikite is an analogue of the synthetic ordered double-perovskite β-Ca3UO6 and is isostructural with the natural fluorperovskite – cryolite Na3AlF6. Vapnikite Ca3UO6 (P21/n,Z = 2, a = 5.739(1), b = 5.951(1), c = 8.312(1) Å, β = 90.4(1)°, V = 283.9(1) Å3) forms yellow-brown xenomorphic grains with a strong vitreous lustre. Small grains up to 20 – 30 m m in size are wedged between larnite, brownmillerite and ye'elimite. Vapnikite has irregular fracture, cleavage and parting were not observed. The calculated density is 5.322 g cm–3, the microhardness is VHN25 = 534 kg mm–2 (mean of seven measurements) corresponding to the hardness of ~5 on the Mohs scale. The crystal structure of vapnikite Ca3UO6 differs from that of its synthetic analogue β-Ca3UO6 by having a larger degree of Ca, U disorder. Vapnikite formed at the high-temperature retrograde stage of pyrometamorphism when larnite rocks were altered by fluids/melts of high alkalinity.
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Pizgrischite, (Cu,Fe)Cu14PbBi17S35, is a new mineral species named after the type locality, Piz Grisch Mountain, Val Ferrera, Graubunden, Switzerland. This sulfosalt occurs as thin, striated, metallic lead-grey blades measuring up to I cm in length, embedded in quartz and associated with tetrahedrite, chalcopyrite, pyrite, sphalerite, emplectite and derivatives of the aikinite-bismuthinite series. In plane-polarized light, the new species is brownish grey with no perceptible pleochroism; under crossed nicols in oil immersion, it presents a weak anisotropy with dark brown tints. Minimum and maximum reflectance values (in %) in air are: 40.7-42.15 (470 nm), 41.2-43.1 (546 nm), 41.2-43.35 (589 nm) and 40.7-43.3 (650 nm). Cleavage is perfect along 001 I and well developed on {010}. Abundant polysynthetic twinning is observed on (010). The mean micro-indentation hardness is 190 kg/mm(2) (Mohs hardness 3.3), and the calculated density is 6.58 g/cm(3). Electron-microprobe analyses yield (wt%; mean result of seven analyses): Cu 16.48, Pb 2.10, Fe 0.77, Bi 60.70, Sb 0.35, S 19.16, Se 0.04, total 99.60. The resulting empirical chemical formula is (Cu15.24Fe0.80Pb0.60)(Sigma 16.64)(Bi17.07Sb0.17)(Sigma 17.24)(S35.09Se0.03)(Sigma 35.12), in accordance with the formula derived from the single-crystal refinement of the structure, (Cu,Fe)Cu14PbBi17S35. Pizgrischite is monoclinic, space group C2/m, with the following unit-cell parameters: a 35.054(2), b3.91123(I), c43.192(2) angstrom, beta 96.713(4)degrees, V5881.24 angstrom(3), Z=4. The strongest seven X-ray powder-diffraction lines [d in angstrom (I)(hkl)] are: 5.364(40)((6) over bar 04), 4.080(50)((8) over bar 05), 3.120(40)(118), 3.104(68)((3) over bar 18), 2.759(53) ((9) over bar 11),2.752(44)(910) and 1.956(100)(020). The crystal structure is an expanded monoclinic derivative of kupcikite. Pizgrischite belongs to the cuprobismutite series of bismuth sulfosalts but, sensu stricto, it is not a homologue of cuprobismutite. At the type locality. pizarischite is the result of the Alpine metamorphism under greenschist-facies conditions of pre-Tertiary hydrothermal Cu-Bi mineralization.
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The role of earthworms in mineral weathering was investigated. The minerals anorthite, biotite, olivine, smectite and kaolinite were mixed with a sterilized manure substrate. Two treatments were used: minerals with earthworms and minerals without earthworms. The earthworms were established in mesocosms and left to process the substrates for 1, 2, 4 and 6 months. Four sacrificial replicates were used per time period. Changes in mineralogy were analysed using X-ray diffraction. Weathering of anorthite, biotite, smectite and kaolinite appears to be accelerated by the earthworms. There was evidence for the transformation of smectite to illite and the formation of a new mineral phase from kaolinite. Olivine appears not to be weathered by earthworms. Different minerals also appear to weather at different rates. (c) 2007 Elsevier Masson SAS. All rights reserved.
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Brumadoite, ideally Cu(2)Te(6+)O(4)(OH)(4)center dot 5H(2)O, is a new mineral from Pedra Preta mine, Serra das Eguas, Brumado, Bahia, Brazil. It occurs as microcrystalline aggregates both on and, rarely, pseudomorphous after coarse-grained magnesite, associated with mottramite and quartz. Crystals are platy, subhedral, 1-2 mu m in size. Brumadoite is blue (near RHS 114B), has a pale blue streak and a vitreous lustre. It is transparent to translucent and does not fluoresce. The empirical formula is (Cu(2.90)Pb(0.04)Ca(0.01))(Sigma 2.95) (Te(0.93)(6+)Si(0.05))(Sigma 0.98)O(3.92)(OH)(3.84)center dot 5.24H(2)O. Infrared spectra clearly show both (OH) and H(2)O. Microchemical spot tests using a KI Solution show that brumadoite has tellurium in the 6(+) state. The mineral is monoclinic, P2(1)/m or P2(1). Unit-cell parameters refined from X-ray powder data are a 8.629(2) angstrom, b 5.805(2) angstrom, c 7.654(2) angstrom, beta 103.17(2)degrees, V 373.3(2) angstrom(3), Z = 2. The eight strongest X-ray powder-diffraction lines [d in angstrom, (l),(hkl)] are: 8.432,(100),(100); 3.162,(66),((2) over bar 02); 2.385,(27),(220); 2.291,((1) over bar 12),(22); 1.916,(11),(312); 1.666,(14),((4) over bar 22,114); 1.452,(10), (323, 040); 1.450,(10),(422,403). The name is for the type locality, Brumado, Bahia, Brazil. The new mineral species has been approved by the CNMNC (IMA 2008-028).
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Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)
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Historically, class has been a key concern in studies of resource affected communities (e.g., Williamson 1982, Warwick and Littlejohn 1992). While work continues, particularly in Britain, today it reflects the rationalization of the British mining sector, and thus focuses largely on mining heritage (e.g., Strangleman et al. 1999, Dicks 2008). In contrast, this chapter examines class relations as manifest in a contemporary setting in rural Australia. This site, the Ravensthorpe Shire in the south west of Western Australia, relied largely on agriculture until 2004 when BHP Billiton commenced construction of a nickel mine in the area. This affected the entire Shire as well as the two rural communities of Ravensthorpe and Hopetoun. The mine, which was officially opened in June 2008, is one of a large number of new mineral and energy developments being established in non metropolitan areas of the country as high international demand for resources fuels significant growth in the sector. In a single six month period in 2009, for example, 15 major minerals and energy projects were completed across the nation and a further 74 projects were at advanced stages (Australian Bureau of Agricultural Economics 2009). A number of these were, as was the case in Ravensthorpe, in what had been traditionally agricultural communities.
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The paper brings out the role of calcium carbonate (CaCO3) on the volume change behaviour of natural black cotton soil with 1N sulfuric acid (H2SO4) as pore fluid. Natural black cotton soil contained predominantly montmorillonite [Ca0.2(Al,Mg)2Si4 O10 (OH)2 .4H2O] along with other minerals such as amesite [(Mg Fe)2 Al (Si Al)2 O5 (OH)4], kalsilite [KAlSiO4] and quartz [SiO2]. The calcitic soil, reacted with H2SO4 during consolidation testing, showed the presence of the new mineral yavapaiite [K Fe(SO4)2]. Consequently, the carbonate soil treated with 1N H2SO4 led to higher swell at seating load and more compression upon loading than the soil with no carbonate. The swelling increased with increase in the amount of carbonate present in the soil.
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Menezesite, ideally Ba2MgZr4(BaNb12O42)center dot 12H(2)O, occurs as a vug mineral in the contact zone between dolomite carbonatite and ""jacupirangite"" (=a pyroxenite) at the Jacupiranga mine, in Cajati county, Sao Paulo state, Brazil, associated with dolomite, calcite, magnetite, clinohumite, phlogopite, ancylite-(Ce), strontianite, pyrite, and tochilinite. This is also the type locality for quintinite-2H. The mineral forms rhombododecahedra up to I mm, isolated or in aggregates. Menezesite is transparent and displays a vitreous luster; it is reddish brown with a white streak. It is non-fluorescent. Mohs hardness is about 4. Calculated density derived from the empirical formula is 4.181 g/cm(3). It is isotropic, 1.93(1) (white light); n(calc) = 2.034. Menezesite exhibits weak anomalous birefringence. The empirical formula is (Ba1.47K0.53Ca0.3,Ce0.17Nd0.10Na0.06La0.02)(Sigma 2.66)(Mg0.94Mn0.23Fe0.23Al0.03)(Sigma 1.43)(Zr2.75Ti0.96Th0.29)(Sigma 4.00)[(Ba0.72Th0.26U0.02)(Sigma 1.00)(Nb9.23Ti2.29Ta0.36Si0.12)Sigma O-12.00(42)]center dot 12H(2)O. The mineral is cubic, space group 10 (204), a = 13.017(1) angstrom, V = 2206(1) angstrom(3), Z = 2. Menezesite is isostructural with the synthetic compound Mg-7[MgW12O42](OH)(4)center dot 8H(2)O. The mineral was named in honor of Luiz Alberto Dias Menezes Filho (born 1950), mining engineer, mineral collector and merchant. Both the description and the name were approved by the CNMMN-IMA (Nomenclature Proposal 2005-023). Menezesite is the first natural heteropolyniobate. Heteropolyanions have been employed in a range of applications that include virus-binding inorganic drugs (including the AIDs virus), homogeneous and heterogeneous catalysts, electro-optic and electrochromic materials, metal and protein binding, and as building blocks for nanostructuring of materials.
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Footemineite, ideally Ca2Mn2+square Mn22+Be4(PO4)(6)(OH)(4)-6H(2)O, triclinic, is a new member of the roscherite group. It occurs on thin fractures crossing quartz-microcline-spodumene pegmatite at the Foote mine, Kings Mountain, Cleveland County, North Carolina, U.S.A. Associated minerals are albite, analcime, eosphorite, siderite/rhodochrosite, fairfieldite, fluorapatite, quartz, milarite, and pyrite. Footemineite forms prismatic to bladed generally rough to barrel-shaped crystals up to about 1.5 mm long and I mm in diameter. Its color is yellow, the streak is white, and the luster is vitreous to slightly pearly. Footemineite is transparent and non-fluorescent. Twinning is simple, by reflection, with twin boundaries across the length of the crystals. Cleavage is good on {0 (1) over bar1}) and {100}. Density (calc.) is 2.873 g/cm(3). Footemineite is biaxial (-), n(alpha) = 1.620(2), n(beta) = 1.627(2), n(gamma) = 1.634(2) (white light). 2V(obs) = 80 degrees, 2V(calc) = 89.6 degrees. Orientation: X boolean AND b similar to 12 degrees, Y boolean AND c similar to 15 degrees, Z boolean AND a similar to 15 degrees. Elongation direction is c, dispersion: r > v or r < v, weak. Pleochroism: beta (brownish yellow) > alpha = gamma (yellow). Mossbauer and IR spectra are given. The chemical composition is (EDS mode electron microprobe, Li and Be by ICP-OES, Fe3+:Fe2+ y Mossbauer, H2O by TG data, wt%): Li2O 0.23, BeO 9.54, CaO 9.43, SrO 0.23, BaO 0.24, MgO 0.18, MnO 26.16, FeO 2.77, Fe2O3 0.62, Al2O3 0.14, P2O5 36.58, SiO2 0.42, H2O 13.1, total 99.64. The empirical formula is (Ca1.89Sr0.03Ba0.02)Sigma(1.94)(Mn-0.90(2+)square(0.10))Sigma(1.00)(square 0.78Li0.17Mg0.05) Sigma(1.00)(Mn3.252+Fe0.432+ Fe0.093+Al0.03)Sigma(3.80) Be-4.30(P5.81Si0.08O24)[(OH)3.64(H2O)0.36]Sigma(4.00)center dot 6.00H(2)O . The strongest reflection peaks of the powder diffraction pattern [d, angstrom (1, %) (hkl)] are 9.575 (53) (010), 5.998 (100) (0 (1) over bar1), 4.848 (26) (021), 3.192 (44) (210), 3.003 (14) (0 (2) over bar2), 2.803 (38) ((1) over bar 03), 2.650 (29) ((2) over bar 02), 2.424 (14) (231). Single-crystal unit-cell parameters are a = 6.788(2), b = 9.972(3), c = 10.014(2) A, (x = 73.84(2), beta = 85.34(2), gamma = 87.44(2)degrees,V = 648.74 angstrom(3), Z = 1. The space group is P (1) over bar. Crystal structure was refined to R = 0.0347 with 1273 independent reflections (F > 2(5). Footemineite is dimorphous with roscherite, and isostructural with atencioite. It is identical with the mineral from Foote mine described as ""triclinic roscherite."" The name is for the Foote mine, type locality for this and several other minerals.
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The Szklary holtite is represented by three compositional varieties: (I) Ta-bearing (up to 14.66 wt.% Ta(2)O(5)), which forms homogeneous crystals and cores within zoned crystals; (2) Ti-bearing (up to 3.82 wt.% TiO(2)), found as small domains within the core; and (3) Nb-bearing (up to 5.30 wt.% Nb(2)O(5),) forming the rims of zoned crystals. All three varieties show variable Sb+As content, reaching 19.18 wt.% Sb(2)O(3) (0.87 Sb a.p.f.u.) and 3.30 wt.% As(2)O(3) (0.22 As a.p.f.u.) in zoned Ta-bearing holtite, which constitutes the largest Sb+As content reported for the mineral. The zoning in holtite is a result of Ta-Nb fractionation in the parental pegmatite-forming melt together with contamination of the relatively thin Szklary dyke by Fe, Mg and Ti. Holtite and the As- and Sb-bearing dumortierite, which in places overgrows the youngest Nb-bearing zone, suggest the following crystallization sequence: Ta-bearing holtite -> Ti-bearing holtite -> Nb-bearing holtite -> As- and Sb-bearing, (Ta,Nb,Ti)-poor dumortierite -> As- and Sb-dominant, (Ta,Nb,Ti)-free dumortierite-like mineral (16.81 wt.% As(2)O(3) and 10.23 wt.% Sb(2)O(3)) with (As+Sb) > Si. The last phase is potentially a new mineral species, Al(6)rectangle B(Sb,As)(3)O(15). or Al(5)rectangle(2)B(Sb,As)(3)O(12)(OH)(3), belonging to the dumortierite group. The Szklary holtite shows no evidence of clustering of compositions around 'holtite I' and 'holtite II'. Instead, the substitutions of Si(4+) by Sb(3+)+As(3+) at the Si/Sb sites and of Ta(5+) by Nb(5+) or Ti(4+) at the Al(l) site suggest possible solid solutions between: (1) (Sb,As)-poor and (Sb,As)-rich holtite; (2) dumortierite and the unnamed (As+Sb)-dominant dumortierite-like mineral; and (3) Ti-bearing dumortierite and holtite, i.e. our data provide further evidence for miscibility between holtite and dumortierite, but leave open the question of defining the distinction between them. The Szklary holtite crystallized from the melt along with other primary Ta-Nb-(Ti) minerals such as columbite-(Mn), tantalite-(Mn), stibiotantalite and stibiocolumbite as the availability of Ta decreased. The origin of the parental melt can be related to anatexis in the adjacent Sowie Mountains complex, leading to widespread migmatization and metamorphic segregation in pelitic-psammitic sediments metamorphosed at similar to 390-380 Ma.
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In 1884, Lorenzen proposed the formula MgAI2SiO6 for his new mineral kornerupine from Fiskenæsset and did not suspect it to contain boron. Lacroix and de Gramont (1919) reported boron in Fiskenæsset kornerupine, while Herd (1973) found none. New analyses (ion microprobe mass analyser and spectrophotometric) of kornerupine in three specimens from the type locality, including the specimens analysed by Lorenzen and Herd, indicate the presence of boron in all three, in amounts ranging from 0.50 to 1.44 wt.% B203, e.g. (Li0.04 Na0.01 Ca0.01) (Mg3.49 Mn0.01 Fe0.17 Ti0.01 Al5.64)Σ9.30 (Si3.67 Al1.02 B0.31)Σ5 O21 (OH0.99 F0.01) for Lorenzen's specimen. Textures and chemical compositions suggest that kornerupine crystallized in equilibrium in the following assemblages, all with anorthite (An 92-95) and phlogopite (XFe = atomic Fe/(Fe + Mg) = 0.028-0.035): (1) kornerupine (0.045)-gedrite (0.067); (2) kornerupine (0.038-0.050)-sapphirine (0.032-0.035); and (3) kornerupine (0.050)-hornblende. Fluorine contents of kornerupine range from 0.01 to 0.06%, of phlogopite, from 0.09 to 0.10%. In the first assemblage, sapphirine (0.040) and corundum are enclosed in radiating bundles of kornerupine; additionally sapphirine, corundum, and/or gedrite occur with chlorite and pinite (cordierite?) as breakdown products of kornerupine. Kornerupine may have formed by reactions such as: gedrite + sapphirine + corundum + B203 (in solution) + H20 = kornerupine + anorthite + Na-phlogopite under conditions of the granulite facies. Boron for kornerupine formation was most likely remobilized by hydrous fluids from metasedimentary rocks occurring along the upper contact of the Fiskenæsset gabbro-anorthosite complex with amphibolite.
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Recent sediments with distinct signs of hydrothermal alteration sampled in the Hess Deep(Galapagos Ridge, East Pacific Rise) contained a piece of ash-gray rock, which differed from other rock fragments by degree of consolidation, conchoidal fracture, and had properties of asbestos. Our studies found that the sample represented mixture of asbestos-like pyroxene of diopside-hedenbergite composition, amphibole of tremolite composition and a new mineral, which basic structure consisted of bands of triple pyroxene chains with the radical [Si6O16]. The latter can be regarded as intermediate between amphiboles and layered silicates. Also in some parts of the sample presence of trioctahedral vermiculite-chlorite was indicated. Genesis of the studied asbestos rock is considered from the standpoint of high-temperature hydrothermal-metasomatic alteration of sediment by post-magmatic mineralized halide solutions.
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La presente tesis doctoral aborda el estudio de un nuevo material mineral, compuesto principalmente por una matriz de yeso (proveniente de un conglomerante industrial basado en sulfato de calcio multifase) y partículas de aerogel de sílice hidrófugo mesoporoso, compatibilizadas mediante un surfactante polimérico, debido a su alto carácter hidrófugo. La investigación se centra en conocer los factores que influyen en las propiedades mecánicas y conductividad térmica del material compuesto generado. Este estudio pretende contribuir al conocimiento sobre el desarrollo de nuevos morteros de elevado aislamiento térmico que puedan ser utilizados en la rehabilitación energética de edificios de viviendas existentes, debido a que estos representan gran parte del consumo energético del parque de viviendas de España, aunque también a nivel internacional. De los materiales utilizados para desarrollar los morteros estudiados, el yeso, además de ser un material muy abundante, especialmente en España, requiere una menor cantidad de energía para la fabricación de un conglomerante (debido a una menor temperatura de fabricación), en comparación con el cemento o la cal, por lo que presenta una menor huella de carbono que estos últimos. Por otro lado, el aerogel de sílice hidrófugo mesoporoso es, de acuerdo con la documentación disponible, el material que posee actualmente la mayor capacidad de aislamiento térmico en el mercado. El desarrollo de nuevos morteros minerales con una capacidad de aislamiento térmico mayor que los materiales aislantes utilizados tradicionalmente, tiene una aplicación relevante en los casos de rehabilitación energética de edificios históricos y patrimoniales, en los que se requiere la aplicación del aislamiento por el interior de la fachada, ya que este tipo de soluciones tienen el inconveniente de reducir el espacio habitable de las áreas involucradas, especialmente en zonas climáticas en las que el aislamiento térmico puede suponer un espesor considerable, por lo que es ideal utilizar materiales de altas prestaciones de aislamiento térmico capaces de aportar el mismo nivel de aislamiento (o incluso mayor), pero en un espesor considerablemente menor. La investigación se desarrolla en tres etapas: bibliográfica, experimental y de simulación. La primera etapa, parte del estudio de la bibliografía existente, relacionada con materiales aislantes, incluyendo soluciones basadas, tanto en morteros aislantes, como en paneles de aislamiento térmico. La segunda, de carácter experimental, se centra en estudiar la influencia de la microestrucrura y macroestructura, del nuevo material mineral, en las propiedades físicas elementales, mecánicas y conductividad térmica del compuesto. La tercera etapa, mediante una simulación del consumo energético, consiste en cuantificar teóricamente el potencial ahorro energético que puede aportar este material en un caso de rehabilitación energética en particular. La investigación experimental se centró principalmente en conocer los factores principales que influyen en las propiedades mecánicas y conductividad térmica de los materiales compuestos minerales desarrollados en esta tesis. Para ello, se llevó a cabo una caracterización de los materiales de estudio, así como el desarrollo de distintas muestras de ensayo, de tal forma que se pudo estudiar, tanto la hidratación del yeso en los compuestos, como su posterior microestructura y macroestructura, aspectos fundamentales para el entendimiento de las propiedades mecánicas y conductividad térmica del compuesto aislante. De este modo, se pudieron conocer y cuantificar, los factores que influyen en las propiedades estudiadas, aportando una base de conocimiento y entendimiento de este tipo de compuestos minerales con aerogel de sílice hidrófugo, no existiendo estudios publicados hasta el momento de finalización de esta tesis, con la aproximación al material propuesta en este estudio, ni con yeso (basado en sulfato de calcio multifase), ni con otro tipo de conglomerantes. Particularmente, se determinó la influencia que tiene la incorporación de partículas de aerogel de sílice hidrófugo, en grandes proporciones en volumen, en un compuesto mineral basado en distintas fases de sulfato de calcio. No obstante, para llevar a cabo las mezclas, fue necesario utilizar un surfactante para compatibilizar este tipo de partículas, con el conglomerante basado en agua. El uso de este tipo de aditivos tiene una influencia, no solo en el aerogel, sino en las propiedades del compuesto en general, dependiendo de su concentración, por lo que se establecieron dos porcentajes de adición: la primera, determinada a partir de la cantidad mínima necesaria para compatibilizar las mezclas (0,1% del agua de amasado), y la segunda, como límite superior, la concentración utilizada habitualmente a nivel industrial para estabilizar burbujas de aire en hormigones espumados (5%). El surfactante utilizado mostró la capacidad de modificar la superficie del aerogel, cambiando el comportamiento de las partículas frente al agua, permitiendo una invasión parcial de su estructura porosa, por parte del agua de amasado. Este comportamiento supone un aumento muy importante en la relación agua/yeso, afectando el hábito cristalino e influenciando negativamente las propiedades mecánicas de la matriz de yeso, presentando un efecto aún notable a mayor concentración de surfactante (5%). En cuanto a las propiedades finales alcanzadas, fue posible lograr un compuesto mineral ultraligero (200 kg/m3), con alrededor de un 60% de aerogel en volumen y de alta capacidad aislante (0,028 W/m•K), presentando una conductividad térmica notablemente menor que los morteros aislantes del mercado, e incluso también menor que la de los aislantes tradicionales basado en las lanas minerales o EPS; no obstante, con la limitante de presentar bajas propiedades mecánicas, condicionando su posible aplicación futura. Entre los factores principales relacionados con las propiedades mecánicas, se encontró que estas dependen exponencialmente del volumen de yeso en el compuesto; no obstante, factores de segundo orden, como el grado de hidratación, o una mejor distribución del conglomerante entre las partículas de aerogel, debido al aumento de la superficie específica del polvo mineral, pueden aumentar las propiedades mecánicas entre el doble y el triple, dependiendo del volumen de aerogel en cuestión. Además, se encontró que el aerogel, en conjunto con el surfactante, es capaz de introducir una gran cantidad de aire (0,70 m3 por cada m3 de aerogel), que unido al agua evaporada (no consumida por el conglomerante durante la hidratación), el volumen de aire total alcanza, generalmente, un 40%, independientemente de la cantidad de aerogel en la mezcla. De este modo, el aire introducido en la matriz desplaza las proporciones en volumen del aerogel y del yeso, disminuyendo, tanto las propiedades mecánicas, como la capacidad aislante de compuesto mineral. Por otro lado, la conductividad térmica mostró tener una dependencia directa de la contribución de las tres fases principales en el compuesto: yeso, aerogel y aire ocluido. De este modo, se pudo desarrollar un modelo matemático, adaptado de uno existente, capaz de calcular, con bastante precisión, la relación de los tres componentes mencionados, en la conductividad térmica de los compuestos, para el rango de volúmenes y materiales utilizados en esta tesis. Finalmente, la simulación del consumo energético realizada a una vivienda típica de España, de los años 1900 a 1959 (basada en muros de ladrillo macizo), para las zonas climáticas estudiadas (A, D y E), permitió observar el potencial ahorro energético que puede aportar este material, dependiendo de su espesor, como aislamiento interior de los muros de fachada. Particularmente, para la zona A, se determinó un espesor óptimo de 1 cm, mientras que para la zona D y E, 3,5 y 3,9 cm respectivamente. En este sentido, el nuevo material estudiado es capaz de disminuir, entre un 35% y un 80%, el espesor de la capa aislante, en comparación con paneles de lana de roca o los morteros minerales de mayor capacidad aislante del mercado español respectivamente. ABSTRACT The present doctoral thesis studies a new mineral-based composite material, composed by a gypsum matrix (based on an industrial multiphase gypsum binder) and mesoporous hydrophobic silica aerogel particles, compatibilized with a polymeric surfactant due to the high hydrophobic character of the insulating particles. This study pretends to contribute to the development of new composite insulating materials that could be used in energy renovation of existing dwellings, in order to reduce their high energy consumption, as they represent a great part of the total energy consumed in Spain, but also internationally. Between the materials used to develop de studied insulating mortars, gypsum, besides being an abundant material, especially in Spain, requires less energy for the manufacture of a mineral binder (due to lower manufacturing temperatures), compared to lime or cement, thus presenting lower carbon footprint. In other hand, the hydrophobic mesoporous silica aerogel, is, according to the existing references, the material with the highest know insulating capacity in the market. The development of new mineral mortars with higher thermal insulation capacity than traditional insulating materials, presents a relevant application in energy retrofitting of historic and cultural heritage buildings, in which implies that the insulating material should be installed as an internal layer, rather than as an external insulating system. This type of solution involves a reduced internal useful area, especially in climatic zones where the demand for thermal insulation is higher, and so the insulating layer thickness, being idealistic to use materials with very high insulating properties, in order to reach same insulating level (or higher), but in lower thickness than the provided by traditional insulating materials. This research is developed in three main stages: bibliographic, experimental and simulation. The first stage starts by studying the existing references regarding thermally insulating materials, including existing insulating mortars and insulating panels. The second stage, mainly experimental, is centered in the study of the the influence of the microstructure and macrostructure in the physical and mechanical properties, and also in the thermal conductivity of the new mineral-based material. The thirds stage, through energy simulation, consists in theoretically quantifying the energy savings potential that can provide this type of insulating material, in a particular energy retrofitting case study. The experimental research is mainly focused in the study of the factors that influence the mechanical properties and the thermal conductivity of the thermal insulating mineral composites developed in this thesis. For this, the characterization of the studied materials has been performed, as well as the development of several experimental samples, in order to study the hydration of the mineral binder within the composites, but also the final microstructure and macrostructure, fundamental aspects for the understanding of the composite’s mechanical and insulating properties. Thus, is was possible to determine and quantify the factors that influence the studied material properties, providing a knowledge base and understanding of mineral composites that comprises mesoporous hydrophobic silica aerogel particles, being the first study up to date regarding the specific approach of the present study, regarding not just multiphase calcium sulfate plaster, but also other mineral binders. Particularly, the influence of the incorporation of hydrophobic silica aerogel particles, in high volume ratios into a mineral compound, based on different phases of calcium sulfate has been determined. However, to perform mixing, it is necessary to use a surfactant in order to compatibilize these particles with the water-based mineral binder. The use of such additives has an influence, not only in the aerogel, but the overall properties of the compound, so two different surfactant concentration has been studied: the first, the minimum amount of surfactant (used in this thesis) in order to develop the slurries (0.1% concentration of the mixing water), and the second, as the upper limit, the concentration usually used industrially to stabilize air bubbles in foamed concrete (5%). One of the side effects of using such additive, was the modification of the aerogel particles, by changing their behavior in respect to water, generating a partial invasion of the aerogel’s porous structure, by the mixing water. This behavior produces a very important increase in water/binder ratios, affecting the crystal habit and negatively influencing the mechanical properties of the gypsum matrix. This effect further increased when a higher concentration of surfactant (5%) is used. Regarding final materials properties, it was possible to achieve an ultra-lightweight mineral composite (200 kg/m3), with around 60% by volume of aerogel, presenting a very high insulating capacity (0.028 W/m•K), a noticeable lower thermal conductivity compared to the insulating mortars and traditional thermal insulating panels on the market, such as mineral wool or EPS; however, the limiting factor for future’s material application in buildings, is related to the very low mechanical properties achieved. Among the main factors related to the mechanical properties, it has been found an exponential correlation to the volume of gypsum in the composite. However, second-order factors such as the degree of hydration, or a better distribution of the binder between the aerogel particles, due to the increased surface area of the mineral powder, can increase the mechanical properties between two to three times, depending aerogel volume involved. In addition, it was found that the aerogel, together with the surfactant, is able to entrain a large amount of air volume (around 0.70 m3 per m3 of aerogel), which together with the evaporated water (not consumed by the binder during hydration), can reach generally around 40% of entrained air within the gypsum matrix, regardless of the amount of aerogel in the mixture. Thus, the entrained air into the matrix displaces the volume proportions of the aerogel and gypsum, reducing both mechanical and insulating properties of the mineral composite. On the other hand, it has been observed a direct contribution of three main phases into the thermal conductivity of the composite: gypsum, aerogel and entrained air. Thus, it was possible to develop a mathematical model (adapted from an existing one), capable of calculating quite accurate the thermal conductivity of such mineral composites, from the ratio these three components and for the range of volumes and materials used in this thesis. Finally, the energy simulation performed to a typical Spanish dwelling, from the years 1900 to 1959 (mainly constructed with massive clay bricks), within three climatic zones of Spain (A, D and E), showed the energy savings potential that can provide this type of insulating material, depending on the thickness of the applied layer. Particularly, for the climatic A zone, it has been found an optimal layer thickness of 1 cm, while for zone D and E, 3.5 and 3.9 cm respectively. In this manner, the new studied materials is capable of decreasing the thickness of the insulating layer by 35% and 80%, compared with rock wool panels or mineral mortars with the highest insulating performance of the Spanish market respectively.