CC BY
75
УДК 666.9.031
EFFECT OF NATURAL ZEOLITE ON THE COMPRESSIVE STRENGTH
AND FREEZE-THAW RESISTANCE OF PORTLAND CEMENT
E. Bayartsetseg, G. Lkhagvajargal, D. Batgerel, D. Sarangerel, B. Ochirkhuyag
This research was financially supported by the Asia Research Center.
Effects of zeolites in various natural deposits as replacement cementing material on mechanical performance of Portland cement were studied. The blended cement pastes with zeolites were cured at room temperature in air for various durations (1, 7 and 28 days). Mechanical performance of the blended cement samples such as setting time, volume of water, compressive strength, normal consistency and freeze-thaw resistance of the mortar are determined. The optimal substitution ratio was 20 wt. % of zeolite for all ages of blended cement pastes. It is revealed by adding 20%o of natural zeolite into Portland cement, that the compressive strength increased from 485 kg/cm2 to 690 kg/cm2. It is clear that mechanical-chemical activation of natural zeolite is effective way in preparation of blended cement with zeolite.
Keywords: Portland cement, zeolite, compressive strength, freeze-thaw resistance.
ВЛИЯНИЕ ПРИРОДНОГО ЦЕОЛИТА НА КОМПРЕССИОННУЮ СИЛУ И МОРОЗОУСТОЙЧИВОСТЬ ЦЕМЕНТА ПОРТЛЕНД E. Баярцэцэг, Г. Лхагжаргал, Д. Батгэрэл, Д. Сарангэрэл, Б. Очирхуяг
Исследовано влияние природного цеолита на механические свойства цемента Портленд. Определена оптимальная добавка цеолита на компрессионную силу и морозоустойчивость цемента в зависимости от времени.
Ключевые слова: цемент Портленд, цеолит, компрессионная сила, морозоустойчивость.
In recent studies, various types of materials such as silica fumes, fly ash, coal bottom ash and zeolite have been investigated as Portland cement replacement materials [1-3]. Their substitution in Portland cement has been an interesting subject for research due to environmental and technical reasons. Clearly, different substitution materials will have different effects on the properties of the cement due to their chemical, physical and mineralogical characteristics [4].
Zeolites are crystalline aluminosilicate minerals, having a framework of [SiO4]4- and [AlO4]5- tetrahedral linked to each other at the corners by sharing their oxygen. Zeolites have many specific forms and could be found in natural hydrological closed system of volcanic materials in alkaline activation source, or synthesized from a wide variety of high Si-and Al starting materials. Zeolite substitution can improve the strength of concrete by the pozzolanic reaction with Ca(OH)2 [5]. In general, natural zeolite, like other pozzolanic materials, contributes to the strength of concrete better than the strength of cement [6]. Natural zeolite also prevents the undesirable expansion due to alkali-aggregate reaction. In this study, the physical properties of natural zeolite and its effects on the mechanical properties and freeze-thaw resistance of Portland cement were examined and the physical properties of the cement mixes were compared.
Materials and methods
Materials
Materials used in this study were Portland cement type 500 (PC-500) and natural zeolites. Portland cement was provided by Hotol Cement Company. The zeolite used was obtained from natural deposits in Tsa-gaantsav, Tushleg and Orgon in Mongolia. The chemical compositions of both PC-500 and zeolites are listed in table 1.
Table 1
Chemical composition of natural zeolites and Portland cement (PC-500)
Samples Composition, %
SiO2 Al2O3 Fe2O3 CaO MgO K2O Na2O H2O
Natural Zeolite Tsagaantsav 68.79 12.55 1.20 1.19 0.54 3.20 3.09 8.92
Tushleg 63.00 14.20 1.30 1.60 1.20 2.40 2.70 9.80
Orgon 66.70 14.00 2.16 2.76 2.01 3.90 1.06 4.82
PC-500 SiO2 Al2O3 Fe2O3 CaO CaO free FeO MgO
21.55 5.54 3.76 64.95 1.53 0.66 1.34
Activation of zeolite
Natural zeolite was activated by both thermal and mechano-chemical activation methods. Thermal activation was carried out in muffle stove at 2000C for 4 h and then compressed in the desiccator. Then zeolite was milled in the steel ball for 1-10 minutes where the ratio of steel ball and sample was 1:100. Mechano-chemical activation of zeolite was done in the steel ball vibrated mill for 1-10 min where the ratio of steel ball and sample was 1:100. After that for 1-10 min than there was defined its surface [7].
Cement mixture
Portland cement and cement-zeolite mixtures were prepared as paste form. The powders of 10 wt. %, 15 wt. % and 20 wt. % of zeolite mixtures were added with distilled water by using water-to-cement ratio (w/c) of 0.65. Cement paste samples were then kept at room temperature in air for 1, 7 and 28 days.
Characterization and testing
Morphology and mineralogical compositions of cement pastes at various curing time were determined. The fracture samples were examined by using scanning electron microscope (SEM - Hitachi S4800 field emission gun scanning electron microscope). The small-flat piece samples were then crushed, ground to pass through a 150 mesh of sieve size to obtain fine powders.
Mineralogical compositions of these samples were examined by an X-ray diffractometer (MAXima X XRD-7000 diffractometer) using Cu (Ka1=1.5406, Ka2=1.54439) anode, Ni filter and Co-anode, Fe-filter X-ray pipes [8].
Mechanical performance. Mechanical performance of the blended cement samples was determined by measuring the compressive strength of the hardened mortar. After one day of hydration, the samples were separated from the mould plate, cured at room temperature for 1, 7 and 28 days and then subjected to a compressive strength test [9].
Freeze-thaw resistance. Normal thickened mortar of Portland cement and blended cement with zeolite was pressed in cube 2x2x2 cm, then placed in a freezer to reach -20oC for 4 h. The samples are removed and immersed in water with temperature not less than +10oC and left for 4 h. This freezing and thawing process is called one cycle and was repeated 25 cycles. After 25 cycles the sample was dried and compressive strength was determined.
Results and discussion
After activation of zeolites by the thermal and mechano-chemical activation methods, specific weight of natural zeolite was become 11748 cm2/g for thermal activation and 11712 cm2/g for mechano-chemical activation. The mechano-chemical activation of zeolite was chosen in this study because results of two methods were almost same. Fig. 1 shows the XRD patterns of natural and mechano-chemically activated zeolites. In comparison of XRD patterns of zeolite and activated zeolite peaks corresponding to the anortit and quartz minerals were disappeared. This means that content of zeolite in natural deposit was increased due to contrastive changes in clinoplilolite mineral. Other peaks were not changed.
Fig. 2 shows the XRD patterns of blended cement pastes with the incorporating of 20 wt. % of zeolite, curing at 1, 7 and 28 days. The XRD results of blended cement pastes with 10 and 15 wt. % of zeolite are not shown in this study. The hydration products in blended cements are generally similar to those observed in pure Portland cement. In all samples, the main crystalline products were calcium hydroxide, calcium carbonate, ettringite together with unreacted zeolite and cement paste. An increase of curing time resulted in more hydration products.
To study effect of curing time on blended cement pastes, in 1 and 7 days, reflection intensities of clinopti-lolite mineral was higher, however after 28 day reflection intensities of clinoptilolit mineral were decreasing. It is clear that surface of blended cement paste was becoming homogeneous by insertion zeolite molecules into porous cement structures. It is possibly that by increasing duration of curing (fig. 2, curves a, b and c), the content of Ca(OH)2 rises, and more 3CaODSiO2 and 2CaODSiO2 converts into calcium hydrosilicate and calcium hydroxide. Fig. 3 illustrates the SEM images of mechano-chemically activated zeolite in Tushleg deposit and hydration products obtained from blended cements with 20 wt. % zeolite, at different curing time. Fig. 3 (b) showed that the ettringite and Ca(OH)2 formed in cement samples, curing for 1 day. Over the longer period of time as shown in fig. 3 (c and d), the development of dense microstructure generated showing the binding together of other hydrated products. In all of the cases, the same results were observed for zeolites in Urgun and Tsagaan Tsav deposits.
Fig. 1. The XRD patterns of natural and mechano-chemical activated zeolites in Tushleg deposits (A-alite, Kb-quartz, Z-zeolite)
900-
i onra
A, B
£ BOO M 701 600 500 400 300 200 1000
15J0 20JO 25J0 30J0 35JO 4011 4511 501)
2 tliet/i
A, C
E
BZ
h----------------------------1-
H-------h
§ BOO 700 600 500 400 300 200 100 0
15J0 20JO 25 JO 30j0 35 D 400 45j0 50j0
2 Ihela
15.0 20D 2SB JOB 35 D 400 4?fl 50.0
2 tlieta
Fig. 2. XRD patterns of blended cement paste with the incorporating of 20 wt. % of zeolite, at different curing times; a) 1day, b) 7 days and c) 28 days (A-alite, C-Ca(OH)2, B-belite, Z-zeolite, E-ettringite)
c
Fig. 3. SEM images: a) activated zeolite; b-d) hydration products obtained from blended cement with 20 wt. %
of zeolite in 1, 7 and 28 days
The normal consistency, volume of water and setting times of blended cements are shown in table 2. From the results of the experiments, as increasing the weight percent of zeolite the volume of the normal consistency of mixtures was decreased. The decrease in setting time was evident at the beginning of setting times of zeolite-substituted cements. When the ratio of substituted materials was increased, beginning of setting time decreased. This decrease in beginning of setting time due to fineness of the cement can be explained in this way: when zeolite is ground with clinker, the fineness of the cement increases; hence, the hydration process becomes faster, and that reduces setting time. The volume of water decreased when the conetnt of zeolite was increased.
The compressive strength of zeolite-substituted cement pastes is given in table 3. The compressive strength in 28 days was 485 kg/cm2 for Portland cement (PC500), 825 kg/cm2 for blended cement with 20 wt. % of zeolite in Tushleg deposit, 795 kg/cm2 for blended cement with zeolite in Tsagaan Tsav deposit, 790 kg/cm2 for blended cement with zeolite in Urgun deposit. Among all types of zeolites, the blended cement with Tushleg zeolite was shown the best results. As seen in table 3, when the ratio of zeolite is 20%, compressive strength increases. In this case, the optimal substitution ratio becomes 20% for all ages of cement pastes. In the all days, the compressive strength of the zeolite blended cement paste increased when the content of zeolite increased.
Table 2
Normal consistency, setting time and volume of water of the cement mixtures
Zeolite Cement mixture, wt. % of zeolite Volume of water, ml Setting time, hrs.:min. Normal consistency, %
Beginning of setting time End of setting time
PC500 (Portland cement) 0 65 2:30 3:10 26.3
Tushleg activated zeolite 10 93 1:45 3:24 20.6
15 90 2:25 3:09 20.0
20 87 2:16 3:32 19.3
Tsagaan Tsav activated zeolite 10 96 1:38 3:12 21.3
15 94 2:00 2:59 20.9
20 91 2:06 3:26 20.2
Urgun activated zeolite 10 96 1:49 3:00 21.5
15 94 2:00 2:21 20.9
20 91 2:12 3:36 20.6
Table 3
Compressive strength of the blended cements
Sample Compressive strength, kg/cm2
1 day 7 day 28 day
Cement:zeolite, %
90 :10 85:15 80:20 90 :10 85:15 80:20 90 :10 85:15 80:20
PC500 355 400 485
Tushleg zeolite 400 435 475 550 590 610 745 780 825
Tsagaan Tsav zeolite 405 425 430 540 535 580 725 760 795
Urgun zeolite 395 420 405 615 635 665 780 755 790
Table 4
Effect of natural and mechano-chemically activated zeolite in Tushleg deposits on freeze-thaw resistance of cement
Sample Compressive strength, kg/cm
After 28 day After 28 day 25 cycles
Cement:zeolite,%
90 :10 85:15 80:20 90 :10 85:15 80:20
PC500 525 435
PC500:Natural zeolite 700 695 735 645 620 680
PC500:Mechano-chemically activated zeolite 725 760 795 685 715 765
Effect of Tushleg zeolite on freeze-thaw resistance of cement was shown in table 4. Compressive strength and freeze-thaw resistance were compared for blended cement mixture and cement without additives or zeolites. After 25 cycles in 28 days, compressive strength was 435 kg/cm2 for PC500, 680 kg/cm2 (1.56 times higher than PC500) for blended cement with natural zeolite, 765 kg/cm2 (1.76 times higher than PC500) for blended cement with mechano-chemically activated zeolite. The compressive strength of blended cement with mechano-chemically activated zeolite was the highest among the blended cements. Freeze-thaw resistance after 25 cycles for 20 wt. % of zeolite blended cement was the highest. After 25 freeze-thaw cycles, compressive strength loss was only 7.5% for blended cement with natural zeolite, and 3.8% for blended cement with mechano-chemically activated zeolite. It is clear that mechano-chemically activation of natural zeolite is effective way in preparation of blended cement with zeolite.
Conclusions
From this study, it is shown that the zeolite in the blended cement reacted with the Ca(OH)2 liberated from hydration of cement and water. This resulted in the reduction of Ca(OH)2 in blended cements and led to the formation of calcium silicate and aluminate compounds. The optimal substitution ratio was 20 wt. % of zeolite for all ages of cement pastes. It is revealed that by adding 20% natural zeolite into Portland cement, the compressive strength increased from 485 kg/cm2 to 690 kg/cm2. After 25 freeze-thaw cycles, compressive strength loss was only 7.5% for blended cement with natural zeolite, and 3.8% for blended cement with mechano-chemically activated zeolite. It is clear that mechano-chemically activation of natural zeolite is effective way in preparation of blended cement with zeolite.
Cement mixtures obtained in this study require less amount of clinker, which results in increases in production and savings in energy. Such production would be economical advantages to conventional Portland cement and an environmentally friendly solution.
References
1. Perraki Th., Kakali G. and Kontoleon F. The effect of natural zeolites on the early hydration of Portland cements // J. Micro-porous and mesoporous materials. - 2003. - V. 61. - P. 205-212.
2. Touttanji H.A. and Bayasi Z. Effect of curing procedures on the properties of silica fumes concrete // Cem. Concr. Res. -1999. - V.29. - P. 497-501.
3. Majko R.M. and Pistilli M.F. Optimizing the amount of class C fly ash in the concrete mixture Effect of curing procedures on the properties of silica fumes concrete // Cem. Conc. Aggreg. - 1984. - №6. - P. 105-109.
4. Kula I., Olgun A., Erdogan Y. and Sevinc V. Effects of colemanite waste, coal bottom ash and fly ash on the properties of
cement // Cem. Concr. Res. - 2001. - V.31. - P. 491-494.
5. Lothenbach B., Winnefeld F. et. al. Effect of temperature on the pore solution, microstructure and hydration products of Portland cement pastes // Conf. Cement and Contrete research. - 2007. - V.37. - P. 483-491.
6. Demirbas A. Optimizing the physical and technological properties of cement additives in concrete mixtures // Cem. Concr. Res. - 1996. - V.26. - P. 1737-1744.
7. Badamsuren J. Minerals, its raw materials chemical analysis. - 2009. - Ulaanbaatar. - 2010 p.
8. Nedra L. Guidance for zeolite X-ray inolicators. - M.: Nauka. - 1986. - 154 p.
9. De Silva P., Saoe-Crensil K. and Sirvivatnanon V. Kinetics of geopolymerization: Role of Al2O3 and SiO2 // Cem. Concr.
Res. - 2006. - V.36. - P. 879-904.
Bayartsetseg E., researcher, laboratory of chemical technology, department of chemical technology, school of chemistry and chemical engineering, National University of Mongolia, Ulaanbaatar, Mongolia.
Lkhagvajargal G., researcher, laboratory of nano measurements and nano analysis, center for nanotechnology and nano science, school of chemistry and chemical engineering, National University of Mongolia, Ulaanbaatar, Mongolia.
Batgerel D., researcher, laboratory of chemical technology, department of chemical technology, school of chemistry and chemical engineering, National University of Mongolia, Ulaanbaatar, Mongolia.
Sarangerel D., associate prof., PhD., laboratory of nano measurements and nano analysis, center for nanotechnology and nano science, school of chemistry and chemical engineering, National University of Mongolia, Ulaanbaatar, Mongolia.
Ochirkhuyag B., associate prof., PhD., laboratory of chemical technology, department of chemical technology, school of chemistry and chemical engineering, National University of Mongolia, Ulaanbaatar, Mongolia.
УДК 544.52
СРАВНИТЕЛЬНОЕ ИССЛЕДОВАНИЕ ДЕСТРУКЦИИ МОНОХЛОРФЕНОЛОВ В ВОДНОМ РАСТВОРЕ УЛЬТРАФИОЛЕТОВЫМ ИЗЛУЧЕНИЕМ ЭКСИЛАМП
Н.И. Филиппова, Г.Г. Матафонова, Э.Т. Павлова, В.Б. Батоев
Проведено сравнительное исследование прямого фотолиза и комбинированной обработки в присутствии пероксида водорода 2-хлорфенола (2-ХФ) и 4-хлорфенола (4-ХФ) в модельных водных растворах ультрафиолетовым излучением KrCl-(222 нм) и XeBr- (282 нм) эксиламп при различных исходных значениях рН.
Ключевые слова: монохлорфенолы, прямой фотолиз, деструкция, ультрафиолетовая эксилампа, пероксид водорода, водный раствор.
A COMPARATIVE STUDY OF MONOCHLOROPHENOLS DESTRUCTION IN AQUEOUS SOLUTION
BY ULTRAVIOLET EXCILAMPS N.I. Philippova, G.G. Matafonova, E.T. Pavlova, V.B. Batoev
A comparative study of 2-chlorophenol (2-CP) and 4-chlorophenol (4-CP) direct photolysis and combined treatment in presence of hydrogen peroxide in model aqueous solutions by ultraviolet radiation KrCl-(222 nm) and XeBr-(282 nm) excimer lamps at various initial pH was carried out.
Keywords: monochlorophenols, direct photolysis, destruction, ultraviolet excilamp, hydrogen peroxide, aqueous solution.
Как известно, хлорфенолы (ХФ) являются токсичными органическими загрязнителями водных экосистем, включенными Агентством по охране окружающей среды США (US EPA) в список 126 приоритетных поллютантов [1]. Водные объекты хозяйственно-питьевого и культурно-бытового водопользования в РФ, имеющие рыбохозяйственное значение, нормируются 2-хлорфенол, 2,4-дихлорфенол, 2,4,6-трихлорфенол (4 класс опасности) и пентахлорфенол (2 класс опасности) [2, 3]. ХФ токсичны для живых организмов, обладают потенциальной канцерогенной и мутагенной активностью и очень низким концентрационным порогом, вызывающим неприятный запах и вкус воды (до 0,1 мкг/л). Комбинированные окислительные процессы (АОР - advanced oxidation processes), широко используемые для удаления ХФ из водных сред, постоянно совершенствуются, и разработка новых комбинированных методов остается актуальной и в настоящее время.
В большинстве работ по применению АОР на основе ультрафиолетового излучения (например, фото-Фентона, У Ф-облучения в присутствии пероксида водорода, диоксида титана, озона) в качестве его источников традиционно используются ртутные лампы низкого и среднего давления, имеющие широкий спектр излучения. В настоящее время одними из наиболее перспективных УФ-источников для применения в АОР являются современные эксимерные и эксиплексные лампы, излучающие в узкой полосе [4, 5]. Ранее при исходных значениях рН раствора исследована кинетика фотолиза 4-ХФ KrCl-эксилампой [6], выявлена более высокая эффективность прямого фотолиза 4-ХФ этой же лампой по сравнению с энзиматической деструкцией пероксидазой соевых бобов [7]. Проведено сравнительное исследование эффективности прямого фотолиза и комбинированной обработки 4-ХФ при исходном рН с участием Н2О2 при использовании KrCl-эксилампы в статических условиях [8]. Нами ранее выявлены закономерности прямого фотолиза XeBr-эксиламой 2-хлорфенола (2-ХФ), 4-ХФ и 2,4-дихлорфенола (2,4-ДХФ) в водном растворе при исходных значениях рН [9]. Вместе с тем анализ литературы свидетельствует о недостаточности данных по применению АОР для удаления ХФ из водных сред с использованием узкополосного УФ-излучения эксиламп в зависимости от рН среды.
Целью данной работы является сравнительное исследование прямого фотолиза и комбинированной обработки в присутствии пероксида водорода монохлорфенолов в водных растворах УФ-излучением KrCl- и XeBr-эксиламп при различных исходных значениях рН.
