1) The document discusses the properties of aluminosilicate polymers (ASPs) made from fly ash activated with an alkaline solution.
2) It finds that ASPs have maximum strength when fired at 200°C but strength declines at higher temperatures. Firing above 600°C significantly reduces sodium leaching and efflorescence formation.
3) Sodium is weakly bonded in the ASP structure as Na(H2O)n+ rather than Na+, explaining the material's tendency to efflorescence in humid environments. Firing transforms the sodium bond and greatly reduces leaching.
Mobilization of the Hydraulically Active Phases in LD Slags by Producing Ultr...LOESCHE
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Research Inventy : International Journal of Engineering and Science is published by the group of young academic and industrial researchers with 12 Issues per year. It is an online as well as print version open access journal that provides rapid publication (monthly) of articles in all areas of the subject such as: civil, mechanical, chemical, electronic and computer engineering as well as production and information technology. The Journal welcomes the submission of manuscripts that meet the general criteria of significance and scientific excellence. Papers will be published by rapid process within 20 days after acceptance and peer review process takes only 7 days. All articles published in Research Inventy will be peer-reviewed.
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The developing of recycling processes for the use of material resources from industrial waste products or by-products is becoming more and more important. To this end, comminution processes play a key role in processing the material in such a way that recyclable materials become exposed for subsequent separation processes.
Research Inventy : International Journal of Engineering and Science is published by the group of young academic and industrial researchers with 12 Issues per year. It is an online as well as print version open access journal that provides rapid publication (monthly) of articles in all areas of the subject such as: civil, mechanical, chemical, electronic and computer engineering as well as production and information technology. The Journal welcomes the submission of manuscripts that meet the general criteria of significance and scientific excellence. Papers will be published by rapid process within 20 days after acceptance and peer review process takes only 7 days. All articles published in Research Inventy will be peer-reviewed.
Direct alloying of steel a review of studies at lab and industrial scaleJorge Madias
The direct alloying of the steel is attractive as it minimizes alloying cost, total energy consumption and CO2 emissions, compared with ferroalloys. This allying technique is in use for high alloyed (stainless), low alloyed and carbon steel. The elements reviewed include chromium, nickel, molybdenum, vanadium and manganese. Raw materials used to this purpose are lump ores, ore fines, special slags, self-reducing briquettes and others. For the development of this technique, tools like thermodynamic modelling, testing in induction furnaces of several scales and industrial tests have been instrumental. This paper summarizes the fundamental and industrial efforts carried out to develop and employ direct alloying in Japan, Russia, China and other steelmaking countries
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Modifying of Float Glass Surface with Silver Nanoparticles by Ion - Exchangeinventionjournals
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Study on Strength of Fly Ash Based Geopolymer Concrete Under Heat Curingijsrd.com
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Behavior of carbon steel in simulated concrete pore solutions of air-entraine...Adriana de Araujo
In Brazil, the air-entrained concrete has been extensively used as structural walls of housing units. Some of these units built recently in urban areas were inspected. Upon inspection, a significant variation of the potential corrosion measurement was obtained and reddish stains on the surface of the reinforcement were also observed, indicating active state of corrosion. Not always the concrete was fully carbonated and a chloride contamination was not detected. The occurrence of crevice corrosion was pointed as a possible cause of the premature corrosion as a non-uniform contact of the concrete with the reinforcement surface was detected.
In order to better understand the occurrence of premature corrosion of the inspected reinforcement, a complementary study was conducted at the laboratory to characterize air-entrained concretes and evaluate the behavior of steel bars immersed in solutions that simulate the water in the pores of these concrete and compare them to the pore solution of an ordinary Portland concrete.
The steel bars were evaluated under three conditions: blasted, corroded and galvanized. An intentional crevice was introduced on one of the bars. The behavior of the bars was monitored by visual examination and by electrochemical measurements. Finally, the corrosion rate was calculated. Tests on concrete specimens were also conducted to validate the results.
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Synthesis of geopolymer from indonesian kaolin and fly ash as a green constru...Pambudi Pajar Pratama
The cement industry is a substantial contributor to the global greenhouse gases emissions, accounting for approximatley 6% of the total global CO2 emission. Geopolymer, an inorganic polymer consisting primarily of Si-Al-O covalent chains, is an attractive alternative to the conventional portland cement due to its much smaller carbon footprint. This research is an early work aimed at elucidating the techno-economic feasibility of geopolymer production in Indonesia, utilizing domestic aluminosilicate minerals and waste materials as feedstocks. Kaolin from the Belitung island and Class F coal fly ash from an electric powerplant in East Java were selected as the geopolymer precursors. The kaolin was initially calcined at 750 oC for 6 hours to convert it to the much more reactive metakaolin phase. Besides the type of aluminosilicate raw materials, the type of alkali solution was also varied between NaOH and KOH. The aluminosilicate materials were each reacted with 10.0 M alkali hydroxide solution at a solid-to-liquid mass ratio of 1.2 and 2.8 for the case of metakaolin and fly ash, respectively. The effect of these variables was evaluated on mortars prepared by using the obtained geopolymers, which involved the measurement of settling time in accordance to an Indonesian standard Vicat apparatus method, and compressive strength according to the ASTM C 109-80 method. The setting time of fly ash - KOH/NaOH geopolymer mortars is shorter than those obtained using metakaolin, due to the higher reactivity of the amorphous fly ash. The higher reactivity of fly ash also promotes better crosslinking of the Si-Al-O bonds, resulting in a higher compressive strength compared to the metakaolin-based geopolymer samples.
Aluminosilicate polymers influence of elevated temperatures, efflorescence
1. Original papers
276 Ceramics – Silikáty 53 (4) 276-282 (2009)
ALUMINOSILICATE POLYMERS - INFLUENCE OF ELEVATED
TEMPERATURES, EFFLORESCENCE
FRANTIŠEK ŠKVÁRA, LUBOMÍR KOPECKÝ*, LENKA MYŠKOVÁ,
VÍT ŠMILAUER*, LUCIE ALBEROVSKÁ*, LENKA VINŠOVÁ*
Institute of Chemical Technology Prague, Department of Glass and Ceramics,
Technická 5, 166 28 Prague, Czech Republic
*Czech Technical University in Prague, Faculty of Civil Engineering, Department of Structural Mechanics,
Thákurova 7, 16629 Prague, Czech Republic
E-mail: Frantisek.Skvara@vscht.cz
Submitted April 20, 2009; accepted July 8, 2009
Keywords: Aluminosilicate polymer, Geopolymer, Efflorescence, Temperature
Sodium is obviously bonded in the aluminosilicate polymer structure as Na(H2O)n
+
and not as Na+
. The Na bond in the
aluminosilicate polymer structure is weak and this fact explains the tendency of aluminosilicate polymer material to the
formation of efflorescence in a humid environment. The strength values of the aluminosilicate polymer fired at temperatures
in the range of 200-1000°C attain their maximum at 200°C; they decline gradually afterwards. The aluminosilicate polymer
strength after firing is substantially higher than the residual strength of Portland cement. The Na bond in the structure suffers
a fundamental change and, starting from 600°C, the character of the Na bond is the same as that in vitreous materials. The
Na leaching declines in a very significant way after firing at temperatures above 600°C and the tendency to the formation
of efflorescence disappears. Aluminosilicate polymer materials exhibit excellent material properties. Nevertheless, there are
also some drawbacks associated with their application. They are, first of all, an easy leaching of alkaline components and
the formation of efflorescence.
INTRODUCTION
Alkalis (Na, K) bring about problems in the techno-
logy of Portland cement and concrete. However, the
alkali-silica reaction in the concrete that is accompanied
by expansion represents the major source of problems.
On the other hand, however, soluble alkali compounds
speed up the hydration process of hydraulic and latently
hydraulic substances thus facilitating the formation
of new hydration phases as this was shown by Purdon
[1] in his work from 1940. In 1959 Gluchovskij [2]
demonstrated in his book “Gruntosilikaty” the possibility
of preparing new materials by means of the reaction
of aluminosilicate raw materials (slags, fly ashes,
clay materials) with alkaline compounds (carbonates,
hydroxides, silicates).
New materials composed of 2-D to 3-D-structure of
the type Mn[–(Si–O)z–Al–O]n. wH2O are formed when
aluminosilicatebodiesareexposedtotheactionofastrong
alkaline environment (hydroxides, silicates). Inorganic
aluminosilicate polymers (geopolymer) represent a new
type of materials on the border line between vitreous,
ceramic materials and those based on classic (traditional)
inorganic binders and building materials made of rejects
as, for instance, slags, fly ashes, kaolinitic materials, etc.
[3-7].
The present investigation has been focused on the
influence of temperatures ranging from 20 to 1000°C
on properties of aluminosilicate polymers (further ASP)
materials based on brown coal fly ash from the Czech
Republic and on problem of efflorescence.
EXPERIMENTAL
A fly ash rejected in a Czech power plant using
brown coal was used for investigation; its specific surface
area is 210 m2
/kg (Blaine). The chemical compositions is
shown in Table 1.
Table 1. Chemical composition of the fly ash.
Oxide (wt.%) SiO2 Al2O3 Na2O K2O CaO MgO Fe2O3 TiO2
Fly ash 53.52 32.87 0.33 2.05 1.80 0.85 5.89 1.89
2. Aluminosilicate polymers - influence of elevated temperatures, efflorescence
Ceramics – Silikáty 53 (4) 276-282 (2009) 277
The slurries (suspensions) were prepared by mixing
the fly ash and other ingredients with a solution of an
alkaline activator (NaOH + Na water glass, KOH + K
water glass). The mortars were obtained by mixing the
slurry with aggregate (silica sand) at a ratio (fly ash-
to-aggregate) of 1 : 2. The SiO2-to-Na(K)2O ratio (MS
modulus) in the alkaline activator was modified by a
NaOH, KOH addition to water glass so that the final MS
modulus would 1.6. The water coefficient (the ratio of
the water mass to that of the fly ash) w/s ranged from
0.23 to 0.37. After the preparation of slurries or mortars,
the test specimens (in steel molds) were subjected to a
thermal process under “dry conditions” in a dryer at a
temperature of 80°C (in the open air atmosphere) for a
period of time lasting 12 hours. The specimens were then
kept in air with a relative humidity of 40 to 50 % till the
moment of the strength determination. The compressive
strength was determined after 2, 7 and 28 days, or after
90 and 360 days. The compressive strength of specimens
fired at 200-1000°C at a heating rate of 5°C/min and
with a soak time of 2 hours at the maximum temperature
was also determined. Fragments remaining after the
strength tests were investigated with the aid of XRD
analysis, thermal analysis and high-pressure mercury
porosimetry as well as by measuring the BET isothermal
lines. Furthermore NMR MAS (29
Si, 27
Al, 29
Na) spectra
were determined. The ESEN microstructure was studied
on fracture or polished surfaces. The Na, K leaching was
determined by analyzing leaching liquids obtained by
keeping the specimens in deionised water and using a
procedure specified in the decree of the Czech Ministry
of Environment (for 24 hours at 20°C, volume of water
10x greater than volume of sample, analysis of leachate
by AAS) . The evolution in the efflorescence formation
was monitored qualitatively by means of a procedure
recommended for articles made by the brick industry:
the bottom half of the specimen was immersed in water
for more than 14 days (procedure described in the Czech
Standard CSN 72 2608).
RESULTS
The ASP prepared by alkaline activation of brown
coal fly ash contains a phase of the type Mn[–(Si–O)z–
–Al–O]n. wH2O, parts of unreacted fly ash and pores,
see Figure 1. The porosity of the ASP determined by Hg
porosimetry (Figure 2) consists of closed spherical pores
formed as a result of the dissolution of inner sections of
the fly ash or by air entrapment during the preparation.
Spherical pores caused by the fly ash residues exhibit a
thin coating made of Si, Al glass with a high Fe content.
The solubility of this glass with a higher Fe content in
an alkaline environment [8] is very low and, hence, it
remains in the body of the ASP phase as an unreacted
residue. ASP porosity (determined by BET) develops
pores in the nanometric region (2 to 5 nm) [11] as found
also in a metakaolin-based ASP [12]. The ASP porosity
in the nanometric region is not particularly dependent
on the preparation conditions. The differences in the
porosity in the micron range are due to the preparation
technique and H2O content (water coefficient) during the
preparation process.
The strength of ASP slurries, mortars (and even of
concretes) prepared from fly ashes and kept at a tem-
perature of 20-25°C for 2-520 days [9,10,11,19] exhibits
an increasing trend. The values of the compressive
strength of slurries, mortars (and even of concretes)
range from 15 to 70 MPa after 28 days in dependence
on the preparation conditions and composition. The
highest values of the compressive strength ranging from
130 to 160 MPa after 28 days from the moment of their
preparation (ASP prepared from fly ash and blast-furnace
slag) [11] could be obtained in ASP.
The ASP loses continuously its mass (the water con-
tent drops) on heating up to a temperature of 400-600°C
(see GTA curves on the Figure 3). The water is probably
present in the ASP as “free” water in micro-pores, then
Figure 1. Polished section of ASP (BSE imaging), Na activator.
Figure 2. Pore size distribution in a ASP fired at a temperature
of 20-800°C (Hg porosimetry).
3. Škvára F., Kopecký L., Myšková L., Šmilauer V., Alberovská L., Vinšová L.
278 Ceramics – Silikáty 53 (4) 276-282 (2009)
in gel pores and as OH groups at the end of Si–O–Al
chains. The water may be bonded as Na, K (H2O)n
+
in
gel pores (as this is evident from NMR spectra). More
than 60 % of H2O are lost on heating at temperatures
below 200°C. The residual water is lost, or OH groups
are split off on heating at temperatures above 600°C. A
similar character of the thermal decomposition could
also be observed in a aluminosilicate gel (prepared by
sol-gel method without alkali activation) [25] and in a
metakaolin-based ASP [12].
The strength values of ASP (determined at room
temperatures after firing, Figure 4) increase after the
heating to 200°C but they exhibit a decreasing tendency
afterwards. Contrary to the Portland cement, no gradual
loss in strength takes place on firing that eventually
finishes with a complete decomposition. The values
of the residual strength of the ASP after the firing are
substantially higher than those of Portland cement.
The porosity of the ASP drops on firing at tempera-
tures below 1000°C and the material density increases
(Figure 2). The microporosity almost disappears at
600°C; new pores form at 800°C and thermal fissures
are obviously originated. The same densification cha-
racter of the ASP material could also be observed in
a metakaolin-based ASP[13]. The firing of the ASP
at temperatures above 500°C results in the changes in
its microstructure as this is evident from Fig. 5, 6 (Na
activator).
The XRD spectra of the ASP subjected to the heat
treatment in the temperature range of 200-800°C do not
change significantly (Figure 7). Only residues of the
original material (mullite, quartz) may be identified in
ASP.
The 29
Si NMR MAS spectra (Figure 8) of the ASP
subjected to the heat treatment in the temperature range
of 200-800°C do not change significantly. The SiQ4(4Si)
and SiQ4(3Al)structures predominate and there is a peak
bloc at -85 to -95 ppm. The Q4(1-2Al) structure is poorly
represented. Structures remaining after the residues of
mullite from the original fly ash are visible in the spectra.
The 27
Al NMR MAS spectra of the ASP subjected to the
heat treatment in the temperature range of 200-800°C
do not change significantly. The AlIV
AlQ4(4Si) coordi-
nation predominates while the AlVI
coordination from
Figure 3. GTA curves of ASP (Na, K activator).
Figure 4. Strength values of the ASP (mortar, Na activator)
after firing (determined at 20°C), w = 0.32, Ms = 1.6. Figure 6. ASP after firing at 800°C.
Figure 5. ASP after firing at 600°C.
4. Aluminosilicate polymers - influence of elevated temperatures, efflorescence
Ceramics – Silikáty 53 (4) 276-282 (2009) 279
the mullite residues in the original fly ash is in minority.
However, the firing temperature affects the character
of 23
Na NMR MAS spectra. It is evident from the 29
Na
NMR MAS spectra at temperatures below 400°C that
Na occurs in the structure in the form of Na(H2O)n
where n = 2-8 [14]. 39
K NMR of potassium ASP show
a similar effect [18]. A shift towards a Na(H2O)2 structure
becomes apparent at higher temperatures. There is a se-
ries of peaks in the spectrum at 600°C that correspond
to an overall re-arrangement of the structure. At 800°C,
there is a dominant -14ppm peak in the spectrum that
corresponds to the structure of a sodium silicate glass
[15, 16].
Na, K present in the ASP compensates the negative
charge of Al in the Si–O–Al structure. It is probable
that Na, K is rather bonded in the ASP in the form of
Na,K(H2O)n
+
than as Na+
, K+
. The Na,K(H2O)n
+
bond
is weaker than that of Na+
, K+
. Hence, this fact creates
favourable conditions for the Na leaching from the ASP
structure thus favoring theASP tendency to the formation
of efflorescence (Figures 9-11). The Na leaching will
only decline substantially (up to hundredfold) after the
elimination of H2O from the structure (on firing) and
the transformation of the Na bond (Figure 12). A visible
formation of efflorescence can be partially prevented
by replacing Na with K during the alkaline activation
Si Al Na
20
400
600
800
Fig. 7
Figure 7. XRD spectra of the ASP in dependence on temperature.
5. Škvára F., Kopecký L., Myšková L., Šmilauer V., Alberovská L., Vinšová L.
280 Ceramics – Silikáty 53 (4) 276-282 (2009)
because K2CO3 does not give rise to visible hydrates.
The water solubility of K2CO3 that forms on the surface
of the aluminosilicate polymer is significantly larger
than that of Na2CO3.n H2O; therefore, in contact with
aqueous environment, it dissolves practically without
any formation of visible efflorescence. Nevertheless, the
K leaching from the ASP structure is comparable or even
larger (in dependence on the preparation conditions of
ASP) than that of Na, as this is demonstrated on Figure
13, and by results obtained by other workers [17, 18].
Furthermore, the strength values of fly ash-based ASP
subjected to a potassium-containing activating agent are
substantially smaller than those obtained with a sodium-
containing one [19].
Amorphous aluminosilicate polymers and crystalli-
ne zeolites have a similar chemical composition. The
chemical composition of the ASP phase is similar to that
of the mineral analcime Na16((AlO2)10(SiO2)26)·2H2O
(point analysis). However, the Na+
and K+
ions are not
bonded so strongly by ion bonds in aluminosilicate poly-
mers as this happens in the case of crystalline zeolites the
leachability of which (Na, K) is very small. The leaching
of Na and K from zeolites takes place in negligible
amounts only under long-term hydrothermal conditions
[20]. The character of the Na, K bond in crystalline
zeolites is affected by the presence of water that weakens
the Na, K bond in zeolites [21, 22]. The model submitted
by Rowles [24] and others is also in agreement with
these results, Figure 14.
The geopolymerization process (the formation of
the aluminosilicate polymer) occurring in a strong alka-
line environment characterized by a high pH value
(above 12-13) begins, first, as a dissolution process of
aluminosilicate bodies (the sources of Si and Al). The
Figure 9. Efflorescence on the ASP (Na activator) surface kept in a humid environment. The efflorescence are composed of
hydrates of the type Na2CO3.nH2O, NaHCO3.nH2O, seldom Na6(SO4)(CO3, SO4).n H2O.
a) ASP fly ash basis b) ASP after firing at 800°C c) ASP metakaoline basis
Efflorescence
Efflorescence
Water level
Water level
Water level
Figure 8. NMR MAS spectra of the ASP in dependence on temperature.
6. Aluminosilicate polymers - influence of elevated temperatures, efflorescence
Ceramics – Silikáty 53 (4) 276-282 (2009) 281
solution transforms into an aluminosilicate gel; the ions
of Na+
, K+
and OH–
, respectively (SiO4)n
m-
together
with H2O molecules remain in the pores in the gel (in
nano- and micro-pores). This fact was demonstrated by
Herr [23] with his experiments when aluminosilicate
polymers were molded at a pressure of 350 MPa. The
alkaline activating agent remains enclosed in the body
of the aluminosilicate polymer after the polymerization
process (essentially as ballast).
The structure of aluminosilicate inorganic poly-
mers synthesized at temperatures ranging from 20 to
200°C is obviously similar to that of glass. It can be
assumed that the structure of the polymer is ordered
over short distances and randomly ordered over larger
distances, which corresponds to their amorphous
character. The possibility of leaching easily Na (K) from
the body of the aluminosilicate polymer is obviously in
relation with this unordered structure.
CONCLUSIONS
The ASP prepared by alkaline activation of brown
coal fly ash is a porous body containing an aluminosilicate
polymer of the type Mn[–(Si–O)z–Al–O]n. wH2O. Sodium
is obviously bonded in the ASP structure as Na(H2O)n
+
and not as Na+
. The Na bond in the ASP structure is weak
and this fact explains the tendency of ASP material to
the formation of efflorescences in a humid environment.
The strength values of the ASP fired at temperatures in
the range of 200-1000°C attain their maximum at 200°C;
they decline gradually afterwards. TheASP strength after
firing is substantially higher than the residual strength of
Portland cement. The Na bond in the structure suffers
a fundamental change and, starting from 600°C, the
character of the Na bond is the same as that in vitreous
materials. The Na leaching declines in a very significant
way after firing at temperatures above 600°C and the
tendency to the formation of efflorescences disappears.
Inorganic polymer aluminosilicate materials exhibit
excellent material properties as, for instance, a fast in-
crease in strength, an excellent durability in contact with
Figure 10. Efflorescence on the ASP (K activator) surface kept
in a humid environment. The efflorescence are composed of
K2CO3.
Figure 11. Initial stage of efflorescence on the ASP surface (fly ash basis).
a) Na activator, eflorescence Na2CO3.nH2O b) K activator, efflorescence K2CO3
7. Škvára F., Kopecký L., Myšková L., Šmilauer V., Alberovská L., Vinšová L.
282 Ceramics – Silikáty 53 (4) 276-282 (2009)
corrosive environments (salts, acids, bases), refracto-
riness, an excellent resistance to abrasion, etc. These
materials offer promising potentials in areas where the
utilization of rejects from the processing of inorganic
raw materials is envisaged. Nevertheless, there are also
some drawbacks associated with their application. They
are, first of all, an easy leaching of alkaline components
and the formation of efflorescence.
Acknowledgement
This study was part of the research project
CEZ:MSM 6046137302: “Preparation and research of
functional materials and material technologies using
micro - and nanoscopic methods” and Czech Science
Foundation Grant 103/08/1639 “Microstructure of
inorganic alumosilicate polymers”.
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Int. Conf. “Alkaline cements and concretes”,
Kiew (1994, 1999).
5. Proc. 1st
European Conf. of Soft Mineralurgy “IAP ‘88”,
Compiègne (1988).
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Int. Conf. “Geopolymère ‘99”, St. Quentin (1999)
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Figure 12. Na leaching from ASP (mortar) in dependence on
firing temperature w = 0.32, Ms = 1.6.
Figure 13. Leachability of Na, K (mortar) w = 0.32, Ms = 1.6.