23 results on '"Clinkers"'
Search Results
2. Preparing sulfoaluminate cement using phosphogypsum as the only calcium oxide source: Effects of fluoride impurities.
- Author
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Yao, Xingliang, Wu, Shuang, Ren, Changzai, and Wang, Wenlong
- Subjects
- *
SULFOALUMINATE cement , *LIME (Minerals) , *PHOSPHOGYPSUM , *FLUORIDES , *GYPSUM , *SOLID waste - Abstract
Phosphogypsum (PG) is a solid waste generated during the wet process of phosphoric acid, the utilization of which is hindered by impurities. Herein, natural gypsum and limestone were replaced by PG as the only source of CaO for the production of sulfoaluminate cement (SAC). The effects of fluoride impurities such as NaF, CaF 2 , and Na 2 SiF 6 on the mineral formation and hydration of SAC were investigated. Results show that with increasing fluoride content, the decomposition of CaSO 4 initially decreased and then increased. An increase in the NaF content facilitated mineral formation in the clinkers, whereas an increase of over 1.0 wt% in the contents of CaF 2 and Na 2 SiF 6 each resulted in a positive impact. The fluoride impurities helped convert o-C 4 A 3 S̅ to c-C 4 A 3 S̅ and α'-C 2 S to β-C 2 S as well as influenced the hydration behavior of SAC. They reduced the 1-day compressive strength of SAC while enhancing its 3- and 28- day strengths. Moreover, a quantitative analysis of the distribution of F in the clinkers revealed that F from NaF and Na 2 SiF 6 was uniformly distributed in all clinker minerals, whereas F from CaF 2 was more concentrated in C 4 A 3 S̅ and C 2 S. Na mainly existed as Na 2 SO 4 , which coexisted with CaSO 4. Furthermore, F was immobilized by Ca in the clinker minerals to form CaF 2. This study will promote the use of PG in SAC preparation. • Effect of NaF, CaF 2 , and Na 2 SiF 6 on preparation and hydration of SAC was studied. • Distribution characteristics of F in the clinkers was quantitatively revealed. • SAC was prepared using PG as the only CaO source. [ABSTRACT FROM AUTHOR]
- Published
- 2024
- Full Text
- View/download PDF
3. Crystal structure and Al2O3 leaching properties of 12CaO·7Al2O3
- Author
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YU Hai-yan, WANG Bo, PAN Xiao-lin, and BI Shi-wen
- Subjects
calcium aluminate ,clinkers ,sintering ,crystal structure ,alumina ,leaching ,Mining engineering. Metallurgy ,TN1-997 ,Environmental engineering ,TA170-171 - Abstract
Calcium aluminate clinkers, in which the mass ratio of Al2O3 to SiO2(A/S) is 5, were prepared at 1500℃ for 1h by proportioning pure reagents. The alumina leaching properties and crystal structure of 12CaO·7Al2O3 in the clinkers with different molar ratios of CaO unbonded with SiO2 to Al2O3 (C/A) were studied. The effect mechanism of C/A on the clinkers was also discussed by X-ray diffraction and X-ray fluorescence analysis. When C/A is 1.0 to 1.4, the alumina-leaching ratio improves because the amount of 12CaO·7Al2O3 increases with increasing C/A. When C/A is 1.4, the alumina-leaching ratio reaches the maximum value of 93.30%. In this case, 12CaO·7Al2O3 with defects forms, and the amount of substance of CaO is less than 11.3 mol. With the further increase of C/A, the alumina-leaching ratio decreases, which is because the preferred orientation of 12CaO·7Al2O3 changes from the (211) crystal plane into the (420) crystal plane.
- Published
- 2015
- Full Text
- View/download PDF
4. Sustainable iron-rich cements:raw material sources and binder types
- Author
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Peys, A. (Arne), Isteri, V. (Visa), Yliniemi, J. (Juho), Yorkshire, A. S. (Antonia S.), Lemougna, P. N. (Patrick N.), Utton, C. (Claire), Provis, J. L. (John L.), Snellings, R. (Ruben), Hanein, T. (Theodore), Peys, A. (Arne), Isteri, V. (Visa), Yliniemi, J. (Juho), Yorkshire, A. S. (Antonia S.), Lemougna, P. N. (Patrick N.), Utton, C. (Claire), Provis, J. L. (John L.), Snellings, R. (Ruben), and Hanein, T. (Theodore)
- Abstract
The bulk of the cement industry’s environmental burden is from the calcareous source. Calcium is mostly available naturally as limestone (CaCO₃), where almost half of the mass is eventually released as CO₂ during clinker manufacture. Iron (Fe) is the fourth most common element in the Earth’s crust surpassed only by oxygen, silicon, and aluminium; therefore, potential raw materials for alternative cements can contain significant amounts of iron. This review paper discusses in detail the most abundantly available Fe-rich natural resources and industrial by-products and residues, establishing symbiotic supply chains from various sectors. The discussion then focusses on the impact of high iron content in clinker and on ferrite (thermo)chemistry, as well as the importance of iron speciation on its involvement in the reactions as supplementary cementitious material or alkali-activated materials, and the technical quality that can be achieved from sustainable Fe-rich cements.
- Published
- 2022
5. Sustainable iron-rich cements: Raw material sources and binder types
- Author
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Arne Peys, Visa Isteri, Juho Yliniemi, Antonia S. Yorkshire, Patrick N. Lemougna, Claire Utton, John L. Provis, Ruben Snellings, Theodore Hanein, and Materials and Chemistry
- Subjects
Technology ,Science & Technology ,INORGANIC POLYMERS ,Iron ,STEEL SLAG ,Materials Science ,Cement ,Materials Science, Multidisciplinary ,Ferrite ,Building and Construction ,SUPPLEMENTARY CEMENTITIOUS MATERIALS ,Residue valorisation ,Alkali-activated materials ,LEACHING BEHAVIOR ,Construction & Building Technology ,General Materials Science ,RED MUD ,Low-carbon ,VOLCANIC ASH ,Clinkers ,BLAST-FURNACE SLAG ,COPPER SLAG ,PORTLAND-CEMENT ,ALUNITE PRECIPITATE ADDITION - Abstract
The bulk of the cement industry’s environmental burden is from the calcareous source. Calcium is mostly available naturally as limestone (CaCO₃), where almost half of the mass is eventually released as CO₂ during clinker manufacture. Iron (Fe) is the fourth most common element in the Earth’s crust surpassed only by oxygen, silicon, and aluminium; therefore, potential raw materials for alternative cements can contain significant amounts of iron. This review paper discusses in detail the most abundantly available Fe-rich natural resources and industrial by-products and residues, establishing symbiotic supply chains from various sectors. The discussion then focusses on the impact of high iron content in clinker and on ferrite (thermo)chemistry, as well as the importance of iron speciation on its involvement in the reactions as supplementary cementitious material or alkali-activated materials, and the technical quality that can be achieved from sustainable Fe-rich cements.
- Published
- 2022
6. Hydration mechanism of sustainable clinker-free steel slag binder and its application in mine backfill.
- Author
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Xiao Bolin, Chen Boyu, Gao Qian, Li Shenghui., Miao Shengjun, Xiao Bolin, Chen Boyu, Gao Qian, Li Shenghui., and Miao Shengjun
- Abstract
More than 600 000 000 tons of slag are generated globally every year, leading to multiple environmental issues. Thus, research on applications of slags is crucial. The use of steel slag in cement is limited by its low hydraulic activity and volumetric instability. In the current study, a clinker-free steel slag binder (SSB) is presented and the coupled alkali–sulfate activation mechanism is discussed. The free-CaO was consumed during hydration, thus minimising the expansion risk. SSB hydration products demonstrated a higher quantity and quality compared with cement, indicating excellent performance. The SSB was tested in a practical mine backfill application, investigating the effects of binder content, concentration, and aggregate grain size on the mechanical and rheological properties of the backfilling mixtures. The results demonstrate the ability of SSB to completely replace Portland cement with half the binder content dose without affecting the strength or flowability of the backfilling mixtures., More than 600 000 000 tons of slag are generated globally every year, leading to multiple environmental issues. Thus, research on applications of slags is crucial. The use of steel slag in cement is limited by its low hydraulic activity and volumetric instability. In the current study, a clinker-free steel slag binder (SSB) is presented and the coupled alkali–sulfate activation mechanism is discussed. The free-CaO was consumed during hydration, thus minimising the expansion risk. SSB hydration products demonstrated a higher quantity and quality compared with cement, indicating excellent performance. The SSB was tested in a practical mine backfill application, investigating the effects of binder content, concentration, and aggregate grain size on the mechanical and rheological properties of the backfilling mixtures. The results demonstrate the ability of SSB to completely replace Portland cement with half the binder content dose without affecting the strength or flowability of the backfilling mixtures.
- Published
- 2021
7. Using chlorine gas to recover rare earth metals from end-of-life permanent magnets.
- Author
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Kaplan V., Feldman Y., Gartsman K., Lubomirsky I., Park Kyoung-Tae, Wachtel E., Kaplan V., Feldman Y., Gartsman K., Lubomirsky I., Park Kyoung-Tae, and Wachtel E.
- Abstract
A laboratory-scale process is described for recycling rare earth metals from end-of-life rare-earth/iron/boron alloy permanent magnets using a 2 h chlorine gas treatment at 673 K. This treatment does not require any special preparation of the magnets; they can be used without demagnetisation, crushing or milling. Following treatment at 673 K, a clinker powder consisting of rare earth metal chlorides with minimal amounts of other metals is obtained, while haematite and iron oxychloride sublimate. Following literature sources, it is suggested that the rare earth metal chlorides in the clinker may be readily reduced to metal, either by electrolysis in relatively low temperature eutectic melts or by metallothermic reduction in mixtures with alkali or alkaline earth metals. (Authors.), A laboratory-scale process is described for recycling rare earth metals from end-of-life rare-earth/iron/boron alloy permanent magnets using a 2 h chlorine gas treatment at 673 K. This treatment does not require any special preparation of the magnets; they can be used without demagnetisation, crushing or milling. Following treatment at 673 K, a clinker powder consisting of rare earth metal chlorides with minimal amounts of other metals is obtained, while haematite and iron oxychloride sublimate. Following literature sources, it is suggested that the rare earth metal chlorides in the clinker may be readily reduced to metal, either by electrolysis in relatively low temperature eutectic melts or by metallothermic reduction in mixtures with alkali or alkaline earth metals. (Authors.)
- Published
- 2021
8. Natural coal fires in the Kuznetsk Coal Basin: Geologic causes, climate, and age.
- Author
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Sokol, E.V., Novikova, S.A., Alekseev, D.V., and Travin, A.V.
- Subjects
PALEOCLIMATOLOGY ,COAL basins ,COAL combustion ,METAMORPHIC rocks ,HEATING ,ARGON isotopes - Abstract
The paper summarizes data on the Pleistocene combustion metamorphic complexes of the Kuznetsk Coal Basin. Paralava and clinker samples are dated by 40Ar/39Ar incremental heating. The 40Ar/39Ar ages of the combustion metamorphic rocks permit reconstructions of the succession of renewed activity of ancient faults in the Salair zone and age estimates for the evolution of the present-day drainage network. Cross sections of burned rocks from the western margin and center of the Kuznetsk Basin are compared. The geologic factors of coal ignition risks are analyzed. On the western margin of the Kuznetsk Basin, paleofires occurred in steeply dipping thick seams with predominant crushed vitrain–clarain coal, which has a high oxygen and methane adsorption capacity. Highly denuded high-temperature combustion metamorphic complexes are most often localized in the arches of slightly broken anticlines. Oxygen was supplied to the coals during the Late Cenozoic renewed fault activity and the subsequent erosion of the sediments. The natural fires in the area were a result of external rather than spontaneous ignition. The depths of the paleofires (up to 200 m) indicate that they occurred in a warm and dry climate. In the center of the Kuznetsk Basin, dispersed fire foci appeared in seams of self-igniting coals with the erosion propagation of the current drainage network. The combustion metamorphic complexes here are partly eroded and consist mostly of clinkers with a low degree of alteration. The 40Ar/39Ar ages and geological data indicate that the earliest large-scale combustion events on the western periphery of the basin occurred in the Eopleistocene (1.3–0.9 Ma). The oldest 40Ar/39Ar age of a coal fire episode (1.7 ± 0.3 Ma) might be the upper age boundary of the altitude differentiation of topography, which corresponds to the renewed activity of the Tyrgan and Afonino–Kiselevsk faults. The later synchronous combustion events on the western margin (0.2 ± 0.1 Ma) and in the center of the basin (0.13–0.02 Ma), most probably, occurred during the Kazantsevian interglacial, which gave rise to the present-day drainage network. [ABSTRACT FROM AUTHOR]
- Published
- 2014
- Full Text
- View/download PDF
9. Sustainable iron-rich cements: Raw material sources and binder types.
- Author
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Peys, Arne, Isteri, Visa, Yliniemi, Juho, Yorkshire, Antonia S., Lemougna, Patrick N., Utton, Claire, Provis, John L., Snellings, Ruben, and Hanein, Theodore
- Subjects
- *
RAW materials , *BINDING agents , *SULFOALUMINATE cement , *CEMENT clinkers , *PORTLAND cement , *IRON , *CEMENT - Abstract
The bulk of the cement industry's environmental burden is from the calcareous source. Calcium is mostly available naturally as limestone (CaCO 3), where almost half of the mass is eventually released as CO 2 during clinker manufacture. Iron (Fe) is the fourth most common element in the Earth's crust surpassed only by oxygen, silicon, and aluminium; therefore, potential raw materials for alternative cements can contain significant amounts of iron. This review paper discusses in detail the most abundantly available Fe-rich natural resources and industrial by-products and residues, establishing symbiotic supply chains from various sectors. The discussion then focusses on the impact of high iron content in clinker and on ferrite (thermo)chemistry, as well as the importance of iron speciation on its involvement in the reactions as supplementary cementitious material or alkali-activated materials, and the technical quality that can be achieved from sustainable Fe-rich cements. [Display omitted] • Fe-rich raw materials are available globally at a level appropriate for use in cement • Portland or sulfoaluminate cement clinker rich in iron offer low embodied CO 2 • Fe-rich supplementary cementitious materials (SCM) have minor impact on reaction products • Fe-rich alkali-activated materials (AAM) show important reaction product changes • Reactivity as SCM or in AAM depends on phase composition and speciation [ABSTRACT FROM AUTHOR]
- Published
- 2022
- Full Text
- View/download PDF
10. Effect of the Cooling Regime on the Mineralogy and Reactivity of Belite-Sulfoaluminate Clinkers
- Author
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Lea Žibret, Sabina Dolenec, Andrej Ipavec, Klara Nagode, Maruša Borštnar, and Katarina Šter
- Subjects
lcsh:QE351-399.2 ,Materials science ,cooling ,microstructure ,0211 other engineering and technologies ,02 engineering and technology ,engineering.material ,Clinker (cement) ,chemistry.chemical_compound ,021105 building & construction ,Cement ,clinkers ,lcsh:Mineralogy ,Geology ,021001 nanoscience & nanotechnology ,Geotechnical Engineering and Engineering Geology ,Microstructure ,belite ,calcium sulfoaluminate ,reactivity ,Compressive strength ,Chemical engineering ,chemistry ,Bottom ash ,engineering ,Gehlenite ,Belite ,Periclase ,0210 nano-technology - Abstract
This study investigated the influence of different cooling regimes on the microstructure and consequent reactivity of belite-sulfoaluminate clinkers. The cement clinkers were synthesized by incorporating secondary raw materials, such as titanogypsum and bottom ash, to the natural raw materials. Clinker phases were determined by Rietveld quantitative phase analysis, while the distribution morphology and the incorporation of substitute ions in the phases were characterized by scanning electron microscopy using energy-dispersive X-ray spectroscopy (SEM/EDS). Clinker reactivity was studied using isothermal calorimetry and was additionally investigated through compressive strength, which was determined for the cement prepared from the synthesized clinkers. X-ray diffraction analysis showed that, as well as the three main phases (belite, calcium sulfoaluminate, and ferrite), the clinkers contained additional minor phases (mayenite, gehlenite, arkanite, periclase, and perovskite), the ratios of which varied according to the cooling regime utilized. Microscopic observations indicated that the cooling regime also influenced the crystal size and morphology of the main phases, which consequently affected clinker reactivity. Furthermore, a smaller amount of substitute elements was incorporated in the main phases when cooling was slowed. Results showed that, in comparison to clinkers cooled at slower rates, air quenched clinkers reacted faster and exhibited a higher compressive strength at 7 days.
- Published
- 2020
- Full Text
- View/download PDF
11. Grate assembly for fixed-bed coal gasifier
- Author
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Notestein, John [Morgantown, WV]
- Published
- 1993
12. Effect of the Cooling Regime on the Mineralogy and Reactivity of Belite-Sulfoaluminate Clinkers.
- Author
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Dolenec, Sabina, Šter, Katarina, Borštnar, Maruša, Nagode, Klara, Ipavec, Andrej, and Žibret, Lea
- Subjects
MINERALOGY ,CEMENT clinkers ,RAW materials ,COMPRESSIVE strength ,CRYSTAL morphology - Abstract
This study investigated the influence of different cooling regimes on the microstructure and consequent reactivity of belite-sulfoaluminate clinkers. The cement clinkers were synthesized by incorporating secondary raw materials, such as titanogypsum and bottom ash, to the natural raw materials. Clinker phases were determined by Rietveld quantitative phase analysis, while the distribution morphology and the incorporation of substitute ions in the phases were characterized by scanning electron microscopy using energy-dispersive X-ray spectroscopy (SEM/EDS). Clinker reactivity was studied using isothermal calorimetry and was additionally investigated through compressive strength, which was determined for the cement prepared from the synthesized clinkers. X-ray diffraction analysis showed that, as well as the three main phases (belite, calcium sulfoaluminate, and ferrite), the clinkers contained additional minor phases (mayenite, gehlenite, arkanite, periclase, and perovskite), the ratios of which varied according to the cooling regime utilized. Microscopic observations indicated that the cooling regime also influenced the crystal size and morphology of the main phases, which consequently affected clinker reactivity. Furthermore, a smaller amount of substitute elements was incorporated in the main phases when cooling was slowed. Results showed that, in comparison to clinkers cooled at slower rates, air quenched clinkers reacted faster and exhibited a higher compressive strength at 7 days. [ABSTRACT FROM AUTHOR]
- Published
- 2020
- Full Text
- View/download PDF
13. Mineralogical and geochemical characteristics of pyrometamorphic rocks induced by coal fires in Junggar Basin, Xinjiang, China.
- Author
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Zhang, Yu, Zhang, Xueqing, Hower, James C., and Hu, Sherong
- Subjects
- *
TRACE elements , *METAMORPHIC rocks , *RARE earth metals , *ROCKS , *CRISTOBALITE , *COAL , *X-ray fluorescence , *FIRE - Abstract
The mineralogical and geochemical characterizations of the pyrometamorphic rocks caused by coal fires are discussed. The minerals in the combustion metamorphic rocks, as analyzed by X-ray diffraction (XRD), are anorthite, hematite, tridymite and cristobalite, quartz in clinkers; and tridymite, sekaniaite, sanidine, mullite, cristobalite, and quartz in paralavas. Tridymite and sekaniaite account for the largest mineral proportion in paralava. The major elements and rare earth elements (REEs) were determined by X-ray Fluorescence (XRF). Combustion metamorphic rocks are characterized by the major elements and REEs. Three methods to evaluate obtained normalized REE distribution patterns were used to evaluate characteristics of combustion metamorphic rocks. Chondrite-normalized distribution characteristics exhibit intense negative anomalies Eu and lack a Ce anomaly. North American Shale Composite (NASC) normalized patterns show a slight negative anomaly in δEu and lack anomalies in δCe for clinkers, but the paralavas show a positive δEu anomaly. Compared with Upper Continental Crust (UCC) normalized patterns, there is a slight difference (LREE-depleted, but HREE-enriched), and it is similar to NASC-normalized patterns. Primitive mantle-normalized trace elements show significant differences in combustion metamorphic rocks, which the clinkers show larger variations in Pb than paralavas, and paralavas have significant negative Dy anomalies. High content of Fe element may result in enrichment in Ni, Co, and Cu. • We summarized systematically the products in the whole process from ignition to extinguishing. • We examined the main minerals in the combustion metamorphic rocks. • The combustion metamorphic rocks characteristics of major elements and REE distribution are shown in this paper. [ABSTRACT FROM AUTHOR]
- Published
- 2020
- Full Text
- View/download PDF
14. Preparación a baja temperatura del clínker del cemento belítico
- Author
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Zapata de Camino, Aída and Bosch Giral, Pedro
- Subjects
Zeolitas ,Clínkers ,Ciencias Físico-Matemáticas e Ingenierías ,Urea ,Cemento Portland ,Cemento belítico ,Aspectos ambientales ,Nitrato de amonio ,Caliza ,Síntesis - Published
- 2009
15. Identification of clinker formation in power station boilers – CFD based approach
- Author
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Assoc. Prof. Hari Vuthaluru, Kotadiya, Nilesh Chandulal, Assoc. Prof. Hari Vuthaluru, and Kotadiya, Nilesh Chandulal
- Abstract
Pulverised coal combustion continues to be one of the main conventional methods of producing electricity over the last several decades. Mineral matter present in coal is usually present as free ions, salts, organically bound inorganic and hard minerals. During coal combustion these minerals partly vaporized, coalesce or fragment. The mineral matter in coal transforms into ash during combustion and deposition on wall surfaces causing problems such as fouling and slagging. The deposited lumps called clinkers, mainly in radiation zone directly exposed to flame radiation resulting to slagging, while sintered deposit in convection zone not directly exposed by flame radiation called fouling. The scope of this work encompasses identification of slagging and clinker formation areas in a typical 330 MW boiler using commercial code FLUENT and several available empirical indices. The propensity of the slagging with the used coal is calculated by several thermal indices. Temperature distributions, velocity profiles and particle trajectories were analysed and utilised to predict the most probable zones likely to experience clinker formation. Most probable spots for slagging were found in the radiation zone near to the nose of furnace and left-top side of superheater tube sections which agrees closely with the plant observations. However, the propensity of deposited ash obtained from the plant is seemed low to medium using several indices.Results from the current investigation demonstrate the usefulness of modelling approach in identifying the probable zones of clinker formation which can prove to be valuable for power utilities to adopt corrective measures for soot blowing to clean the ash deposits before it grows bigger in size.
- Published
- 2010
16. Studies on strength and permeability characteristics of blended cements in low and medium strength concretes
- Author
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S.A. Srinivasan, K. Ganesh Babu, and R. Vedalakshmi
- Subjects
Materials science ,Absorption of water ,Blended concretes ,Portland cement ,Compressive strength ,law.invention ,Absorption ,law ,Concretes ,General Materials Science ,Geotechnical engineering ,Pozzolana ,Civil and Structural Engineering ,Cement ,Admixtures ,Metallurgy ,Fresh concretes ,Polymer concrete ,Building and Construction ,Thermogravimetric analysis ,Gypsum ,Mechanics of Materials ,Fly ash ,Pozzolanic reaction ,Clinkers ,Composition - Abstract
In the present investigation the strength and permeability characteristics of blended cements such as Portland pozzolana cement and Portland slag cement were evaluated in 20, 30 and 40 MPa concretes. The cements were produced by intergrinding mineral admixtures such as fly ash and slag with clinker and gypsum in the plant. The compressive strength over a period of 1 year and water permeability at the end of 7, 28 and 90 days were evaluated and the results were compared with ordinary Portland cement. Thermo-gravimetric analysis was also carried out to assess the pozzolanic reaction of blended cements. The results show that blended cement concretes have lower strength than Portland cement concrete at all ages in all of the grades of concrete studied. Porosity in terms of water absorption of blended cement concretes is less than Portland cement concretes in 20 MPa concrete but was not significantly different in 30 and 40 MPa concretes. Thermo-gravimetric and differential thermal analysis reveals that there is a reduction in Ca(OH) 2 content in blended concretes indicating the consumption of hydroxide in pozzolanic reaction.
- Published
- 2004
17. Effet des sulfates alcalins sur les propriétés des ciments avec et sans superplastifiant
- Author
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Tagnit-Hamou, Arezki, Bouraoui, Slaheddine, Tagnit-Hamou, Arezki, and Bouraoui, Slaheddine
- Abstract
L'étude des sulfates alcalins formés dans le clinker a été traité par plusieurs auteurs. En fonction de la composition du clinker et des conditions du four, différentes formes de sulfates alcalins (simple ou double) ont été citées. Caractérisés par une solubilité élevée, ces sulfates passent rapidement en solution. Ils forment une partie des sulfates nécessaires pour l'hydratation du ciment. Ils peuvent donc jouer le rôle de régulateur de prise.L'influence des sulfates sur le comportement du ciment ne dépend pas uniquement des quantités présentes dans le clinker, mais de la forme des sulfates présents et surtout de la vitesse de passage des ions SO[indice inférieur 4][indice supérieur 2-] et Ca[indice supérieur 2+] en solution dans l'eau de gâchage. D'autre part, la quantité d'alcalis provenant des formes de sulfates alcalins influence l'hydratation initiale. La présence d'une quantité élevée d'alcalis dans les sulfates alcalins a un effet négatif sur la fluidité et les résistances à court et à long terme du béton. Le remplacement des alcalis par du calcium dans les sulfates alcalins améliore la fluidité et les résistances à long terme des bétons.L'effet du calcium est double. Il se présente d'abord par la diminution de la quantité d'alcalis par remplacement de ces derniers, mais aussi par un apport d'ions Ca[indice supérieur 2+] dans la solution ce qui permet de freiner l'hydratation des phases du ciment.L'ajout d'une certaine quantité de gypse est donc nécessaire avec les clinkers riches en arcanite ou/et en aphtitalite.L'effet négatif de l'arcanite et l'aphtitalite sur la fluidité est amplifié par la présence de superplastifiant. Ils semblerait que l'effet dispersant du superplastifiant accélère la réaction d'hydratation. Une présence importante de sulfates alcalins ou d'hémihydrate peut provoquer la cristallisation de la syngénite ou du gypse qui pourra diminuer la fluidité de ces ciments.
- Published
- 1997
18. Microscopy and image analysis of building materials
- Subjects
clinkers ,porosity ,quantitative analysis ,image analysis ,composition ,optical equipment ,concretes ,microstructure ,cracking (fracturing) ,mortars ,scanning electron microscopy ,cements - Abstract
A Nordic miniseminar "Microscopy and Image Analysis of Building Materials" was held on 24.1.1992 at the Building Materials Laboratory of the Technical Research Centre of Finland (VTT). In these six articles specimen preparation, microstructure, composition and image analysis of building materials, especially concrete and mortar, are being discussed.
- Published
- 1993
19. Self-Clinkering Burning Rate Modifier for Solid Propellant NF3-F2 Gas Generators for Chemical HF-DF Lasers.
- Author
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DEPARTMENT OF THE NAVY WASHINGTON DC, Christe ,Karl O, Schack,Carl J, DEPARTMENT OF THE NAVY WASHINGTON DC, Christe ,Karl O, and Schack,Carl J
- Abstract
N2F3SnF5 is formed by reacting N2F3SbF6 and Cs2SnF6 in the presence of HF. N2F3SnF5 is useful as a component of NF3-F2 gas generating compositions. (Author), Supersedes PAT-APPL-970 775-78.
- Published
- 1979
20. HIGH MAGNESIA PORTLAND CEMENTS: STUDY OF CEMENT PREPARED WITH COMMERCIAL RAW MATERIALS.
- Author
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BUILDING RESEARCH STATION WATFORD (ENGLAND), Rehsi,S. S., Majumdar,A. J., BUILDING RESEARCH STATION WATFORD (ENGLAND), Rehsi,S. S., and Majumdar,A. J.
- Abstract
High magnesia Portland cements prepared in the laboratory from low-grade Indian limestones and containing as high as 15 per cent MgO can be made volume-stable by mixing with them suitable quantities of an active silicate material such as pulverised fuel ash. These mixtures pass the ASTM autoclave expansion test and also posess adequate strengths to satisfy the Indian Standard specifications. Pulverised fuel ashes from power stations at Delhi, Bokaro and Durgapur as well as powdered burnt clays were found to be very suitable as additives. Granulated blastfurnace slag from the Rourkela steel plant was found to be unsatisfactory for the purpose of controlling the volume expansion of high magnesia cements. The results correspond very well with those of a previous study in which the stabilisation of cements produced from reagent grade chemicals was investigated. (Author)
- Published
- 1969
21. Klinkkerilaattapintaisten elementtien laattatartunta
- Author
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Orantie, Kalervo
- Subjects
clinkers ,precast concrete ,joint sealers ,facades ,external walls ,bonding strength ,panels ,mix design ,requirements ,cladding - Abstract
Julkaisussa annetaan ohjeita klinkkeripintaisten betonijulkisivuelementtien suunnittelua ja valmistusta varten. Esitetään myös testimenetelmät klinkkerilaattojen tartuntapotentiaalin toteamiseksi sekä klinkkerilaattojen laattatartunnan elementtitehdaskohtaiseksi toteamiseksi. Tartuntapotentiaalin testauksella varmistetaan, että klinkkerilaatoilla on edellytykset saada aikaan riittävä laattatartunta. Tehdaskohtaisen laattatartunnan testauksella varmistetaan, että elementtitehtaan käyttämällä valmistusmenetelmällä ja betonikoostumuksella saadaan riittävä tartunta. Suunnittelu- ja valmistusohjeessa esitetään suositukset mm. betonin ja saumausbetonin koostumuksesta. Ohjeen mukaan elementit voidaan suunnitella betonireunuksin tai ilman betonireunuksia, jolloin klinkkerilaatat yltävät elementtien reunoihin saakka. Klinkkerilaattojen väliset betonisaumat voidaan tehdä myös sisäänvedettyinä. Ohje sallii valkobetonin ja pigmentoidun betonin käytön taustabetonissa ja saumabetonissa. Pelkästään kvartsirunkoaineen käyttoä runkoaineena ei suositella, koska kvartsirunkoainetta sisältävän betonin pituuden lämpötilakerroin on merkittävästi suurempi kuin klinkkerilaattojen tai kalkkikivirunkoainetta sisältävän betonin pituuden lämpötilakerroin. Klinlierilaattojen tartuntapotentiaalin toteaminen kuuluu ohjeen mukaan klinkkerilaattojen valmistajalle tai toimittajalle. Tartuntapotentiaali todetaan koe-elementeillä, joiden betoni valmistetaan runsaasti kutistuvaksi. Koe-elementtien klinkkereiden alkutartunta määritetään noin kahden viikon ikäisille näytteille, jotka on säilytetty korkeassa suhteellisessa kosteudessa. Klinkkerilaattojen lopputartunta määritetään näytteille, joita on säilytetty alkutartuntalujuuden määrityksen jälkeen kuukauden ajan alhaisessa suhteellisessa kosteudessa. Näin määritettyjen alku- ja lopputartuntalujuuden tulee olla vähintään 0,8 MPa. Edelleen lopputartunnan tulee olla yhtä suuri kuin alkutartunta on. Potentiaalitestin tulokset ovat voimassa viisi vuotta. Klinkkerilaattojen valmistusmenetelmän tai rakenteen muuttuessa testi on kuitenkin uusittava. Tehdaskohtaiset koe-elementit valmistaa elementtitehdas käyttämällään valmistusmenetelmällä ja betonikoostumuksella. Tartunta määritetään kolmen ja seitsemän vuorokauden ikäisille näytteille. Seitsemän vuorokauden ikäisinä testattavat näytteet säilytetään ennen testausta noin 40 %:n suhteellisessa kosteudessa. Seitsemän vuorokauden iässä tartunnan tulee olla vähintään 50 % kolmen vuorokauden iässä todetusta tartuntalujuudesta. Edelleen tartunnan tulee olla seitsemän vuorokauden iässä vähintään 0,8 MPa.
- Published
- 1989
22. Klinkkerilaattapintaisten elementtien laattatartunta
- Subjects
clinkers ,precast concrete ,joint sealers ,facades ,external walls ,bonding strength ,panels ,mix design ,requirements ,cladding - Abstract
Julkaisussa annetaan ohjeita klinkkeripintaisten betonijulkisivuelementtien suunnittelua ja valmistusta varten. Esitetään myös testimenetelmät klinkkerilaattojen tartuntapotentiaalin toteamiseksi sekä klinkkerilaattojen laattatartunnan elementtitehdaskohtaiseksi toteamiseksi. Tartuntapotentiaalin testauksella varmistetaan, että klinkkerilaatoilla on edellytykset saada aikaan riittävä laattatartunta. Tehdaskohtaisen laattatartunnan testauksella varmistetaan, että elementtitehtaan käyttämällä valmistusmenetelmällä ja betonikoostumuksella saadaan riittävä tartunta. Suunnittelu- ja valmistusohjeessa esitetään suositukset mm. betonin ja saumausbetonin koostumuksesta. Ohjeen mukaan elementit voidaan suunnitella betonireunuksin tai ilman betonireunuksia, jolloin klinkkerilaatat yltävät elementtien reunoihin saakka. Klinkkerilaattojen väliset betonisaumat voidaan tehdä myös sisäänvedettyinä. Ohje sallii valkobetonin ja pigmentoidun betonin käytön taustabetonissa ja saumabetonissa. Pelkästään kvartsirunkoaineen käyttoä runkoaineena ei suositella, koska kvartsirunkoainetta sisältävän betonin pituuden lämpötilakerroin on merkittävästi suurempi kuin klinkkerilaattojen tai kalkkikivirunkoainetta sisältävän betonin pituuden lämpötilakerroin. Klinlierilaattojen tartuntapotentiaalin toteaminen kuuluu ohjeen mukaan klinkkerilaattojen valmistajalle tai toimittajalle. Tartuntapotentiaali todetaan koe-elementeillä, joiden betoni valmistetaan runsaasti kutistuvaksi. Koe-elementtien klinkkereiden alkutartunta määritetään noin kahden viikon ikäisille näytteille, jotka on säilytetty korkeassa suhteellisessa kosteudessa. Klinkkerilaattojen lopputartunta määritetään näytteille, joita on säilytetty alkutartuntalujuuden määrityksen jälkeen kuukauden ajan alhaisessa suhteellisessa kosteudessa. Näin määritettyjen alku- ja lopputartuntalujuuden tulee olla vähintään 0,8 MPa. Edelleen lopputartunnan tulee olla yhtä suuri kuin alkutartunta on. Potentiaalitestin tulokset ovat voimassa viisi vuotta. Klinkkerilaattojen valmistusmenetelmän tai rakenteen muuttuessa testi on kuitenkin uusittava. Tehdaskohtaiset koe-elementit valmistaa elementtitehdas käyttämällään valmistusmenetelmällä ja betonikoostumuksella. Tartunta määritetään kolmen ja seitsemän vuorokauden ikäisille näytteille. Seitsemän vuorokauden ikäisinä testattavat näytteet säilytetään ennen testausta noin 40 %:n suhteellisessa kosteudessa. Seitsemän vuorokauden iässä tartunnan tulee olla vähintään 50 % kolmen vuorokauden iässä todetusta tartuntalujuudesta. Edelleen tartunnan tulee olla seitsemän vuorokauden iässä vähintään 0,8 MPa.
- Published
- 1989
23. Incinerator Slag Formation and Control of Excursion Temperatures
- Author
-
Greenwood, Stephen and Geisenhoff, Jack
- Published
- 2003
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