Properties of the Calcium Silicates and Calcium Aluminate Occuring In
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The Sulphoaluminates of Calcium
RPS4 THE SULPHOALUMINATES OF CALCIUM By William Lerch, F. W. Ashton, and R. H. Bogue ABSTRACT Two calcium sulphoaluminates have been prepared and their compositions and optical characteristics determined. One of these, having the composition 3CaO.Al2 3 .3CaS04 .31H 2 0, is relatively stable in aqueous solutions but is decom- posed by solutions of magnesium salts and of carbonates. The other, having the composition 3CaO.Al2 3 .CaS04.12H 2 0, is relatively unstable except in high concentration of hydroxyl ion. It is readily converted to the high sulphate form in aqueous solutions but is decomposed by magnesium salts and carbonates. In sulphate solutions the high sulphate form may be produced, but in the presence of a slight excess of magnesium salts or carbonates neither of the sulphoaluminates can continue to exist. In these cases the less soluble magnesium hydroxide and calcium carbonate, respectively, are formed. CONTENTS Page I. Introduction 715 II. Review of the literature 716 III. Experimental procedure 718 1. The high sulphate calcium sulphoaluminate 718 2. The low sulphate calcium sulphoaluminate 722 3. Calcium sulphosilicoaluminate 724 IV. Conditions of stability in salt solutions 725 V. Relative stability with calcium chloraluminate 729 VI. Summary 729 L INTRODUCTION Among the products formed by the action of sulphate waters on Portland cement there has been observed, under some conditions, a calcium sulphoaluminate. This has been ascribed by some inves- tigators to be responsible for certain expansion effects observed at times in concrete which is exposed to sea water and to alkali soil waters. The exact nature of this compound and its conditions of formation and stability have not been adequately treated, however. -
Environmental, Health, and Safety Guidelines for Cement and Lime Manufacturing
Environmental, Health, and Safety Guidelines CEMENT AND LIME MANUFACTURING WORLD BANK GROUP DRAFT FOR PUBLIC CONSULTATION—AUGUST 2018 Environmental, Health, and Safety Guidelines for Cement and Lime Manufacturing Introduction 1. The Environmental, Health, and Safety (EHS) Guidelines are technical reference documents with general and industry-specific examples of Good International Industry Practice (GIIP).1 When one or more members of the World Bank Group are involved in a project, these EHS Guidelines are applied as required by their respective policies and standards. These industry sector EHS guidelines are designed to be used together with the General EHS Guidelines document, which provides guidance to users on common EHS issues potentially applicable to all industry sectors. For complex projects, use of multiple industry sector guidelines may be necessary. A complete list of industry sector guidelines can be found at www.ifc.org/ehsguidelines. 2. The EHS Guidelines contain the performance levels and measures that are generally considered to be achievable in new facilities by existing technology at reasonable costs. Application of the EHS Guidelines to existing facilities may involve the establishment of site-specific targets, with an appropriate timetable for achieving them. 3. The applicability of the EHS Guidelines should be tailored to the hazards and risks established for each project on the basis of the results of an environmental assessment in which site-specific variables, such as host country context, assimilative capacity of the environment, and other project factors, are taken into account. The applicability of specific technical recommendations should be based on the professional opinion of qualified and experienced persons. -
Cement Heat of Hydration and Thermal Control Ahmadreza Sedaghat
University of South Florida Scholar Commons Graduate Theses and Dissertations Graduate School 3-22-2016 Cement Heat of Hydration and Thermal Control Ahmadreza Sedaghat Follow this and additional works at: http://scholarcommons.usf.edu/etd Part of the Civil Engineering Commons, and the Materials Science and Engineering Commons Scholar Commons Citation Sedaghat, Ahmadreza, "Cement Heat of Hydration and Thermal Control" (2016). Graduate Theses and Dissertations. http://scholarcommons.usf.edu/etd/6142 This Dissertation is brought to you for free and open access by the Graduate School at Scholar Commons. It has been accepted for inclusion in Graduate Theses and Dissertations by an authorized administrator of Scholar Commons. For more information, please contact [email protected]. Cement Heat of Hydration and Thermal Control by Ahmadreza Sedaghat A dissertation submitted in partial fulfillment of the requirements for the degree of Doctor of Philosophy Department of Civil and Environmental Engineering College of Engineering University of South Florida Major Professor: A. Zayed, Ph.D. Manoj K. Ram, Ph.D. Mahmoood H. Nachabe, Ph.D. Ajit Mujumdar, Ph.D. Abdul Malik, Ph.D. Date of Approval: January 29, 2016 Keywords: Portland Cement, Isothermal Calorimetry, Graphene Nanoplatelet, Statistical Analysis, Thermal Cracking Copyright © 2016, Ahmadreza Sedaghat DEDICATION I would like to dedicate my dissertation to my parents (Aliasghar Sedaghat, Golnar J. Javidan), my beloved wife Rana, my brother Arsalan and my grandmother Ms. Koukab Sanakhan. A special feeling of gratitude to my parents whose words of encouragement and push for tenacity ring in my ears. My brother Arsalan who supported me emotionally and was a strong pier for my parents to lean on while I was far away from home pursuing my education. -
CBA® Quality/Strength-Enhancing Additive
PRODUCT DATA SHEET CBA® Quality/strength-enhancing additive Product Description The CBA® series of additives is a new concept in grinding aids - significantly different from any previous GCP product for the cement industry. The difference is that it is a “Grinding Aid Plus”. CBA additives offer all the benefits of traditional grinding aids, such as increased grinding efficiency and cement flowability. In addition, they offer a unique ability to improve cement strengths which might otherwise be deficient due to mechanical, physical or chemical shortcomings. Advantages include either reduced cost of production or increased cement strengths. Physical Properties Product specifications for the most widely used CBA formulations are as follows: Product SG pH CBA 1102 1.06 (±0.01) 7 - 9 CBA 1104 1.07 (±0.01) 8 - 12 CBA 1115 1.10 (±0.01) 6 - 8 Specifications for other CBA formulations not shown above are available through GCP Applied Technologies Field Engineers. • Increased early and long-term compressive strengths for production of better quality cements. Primary Benefit • Reduced cost of cement production through reduced unit grinding The CBA series of additives consists of tailor-made formulations costs and through replacement of clinker with reactive additions to optimise performance and meet specific requirements at each such as pozzolans, blast furnace slag and fly ash or with fillers such plant. as limestone. The use of CBA allows the cement producer to reduce fineness • CBA additives are most effective in enhancing compressive and achieve lower unit power costs without sacrificing strength. strengths of blended cements using up to 40% limestone filler. Compared with conventional grinding aids, CBA offers unit power • When cement particle size is not reduced, the addition of CBA savings of up to 25% with no loss of strength. -
Delayed Ettringite Formation
Ettringite Formation and the Performance of Concrete In the mid-1990’s, several cases of premature deterioration of concrete pavements and precast members gained notoriety because of uncertainty over the cause of their distress. Because of the unexplained and complex nature of several of these cases, considerable debate and controversy have arisen in the research and consulting community. To a great extent, this has led to a misperception that the problems are more prevalent than actual case studies would indicate. However, irrespective of the fact that cases of premature deterioration are limited, it is essential to address those that have occurred and provide practical, technically sound solutions so that users can confidently specify concrete in their structures. Central to the debate has been the effect of a compound known as ettringite. The objectives of this paper are: Fig. 1. Portland cements are manufactured by a process that combines sources of lime (such as limestone), silica and • to define ettringite and its form and presence in concrete, alumina (such as clay), and iron oxide (such as iron ore). Appropriately proportioned mixtures of these raw materials • to respond to questions about the observed problems and the are finely ground and then heated in a rotary kiln at high various deterioration mechanisms that have been proposed, and temperatures, about 1450 °C (2640 °F), to form cement compounds. The product of this process is called clinker • to provide some recommendations on designing for durable (nodules at right in above photo). After cooling, the clinker is concrete. interground with about 5% of one or more of the forms of Because many of the questions raised relate to cement character- calcium sulfate (gypsum shown at left in photo) to form portland cement. -
OK™ Cement Mill the Most Energy- Efficient Mill for Cement Grinding
OK™ cement mill The most energy- efficient mill for cement grinding WE DISCOVER POTENTIAL Quality and profit-improving features Application advantages Design advantages Proven commercially, the OK™ mill is the premier roller mill for The OK mill uses a hydro-pneumatic system to press its grinding finish grinding of Portland cement, slag and blended cements. The rollers against the material bed on the rotating grinding table. mill consistently uses five to ten percent less power than other The patented grooved roller profile has two grinding zones, an cement vertical roller mills, and in comparison with traditional ball inner and an outer. The inner zone prepares the grinding bed by mill operations, the energy requirements for the OK cement mill is compressing the feed material as it moves under the rollers into the 30-45 percent lower for cement grinding and 40-50 percent lower high-pressure grinding zone. The center groove allows air to for slag. The OK mill can contribute significantly to profitability and escape from the material. Grinding pressure is concentrated under competitiveness. the outer zone of the roller, allowing for most efficient operation. Segmented roller wear parts are made of the hardest possible The design combines the drying, grinding, material conveying and material without risk of cracking and are very well suited for hard separation processes into just one unit, thus simplifying the plant facing. Re-positioning of rollers is possible for evening out wear. layout. These features ensure maximum longevity. The OK mill incorporates unique patented design elements in the Operating advantages roller and table profile that improve operating stability and reliability, The rollers are in a lifted position when the mill is started, ensuring giving a typical availability of 90 to 95 percent of scheduled ope- trouble-free start-up. -
Item 421 Hydraulic Cement Concrete
421 Item 421 Hydraulic Cement Concrete 1. DESCRIPTION Furnish hydraulic cement concrete for concrete pavements, concrete structures, and other concrete construction. 2. MATERIALS Use materials from prequalified sources listed on the Department website. Provide coarse and fine aggregates from sources listed in the Department’s Concrete Rated Source Quality Catalog (CRSQC). Use materials from non-listed sources only when tested and approved by the Engineer before use. Allow 30 calendar days for the Engineer to sample, test, and report results for non-listed sources. Do not combine approved material with unapproved material. 2.1. Cement. Furnish cement conforming to DMS-4600, “Hydraulic Cement.” 2.2. Supplementary Cementing Materials (SCM). Fly Ash. Furnish fly ash, ultra-fine fly ash (UFFA), and modified Class F fly ash (MFFA) conforming to DMS-4610, “Fly Ash.” Slag Cement. Furnish Slag Cement conforming to DMS-4620, “Slag Cement.” Silica Fume. Furnish silica fume conforming to DMS-4630, “Silica Fume.” Metakaolin. Furnish metakaolin conforming to DMS-4635, “Metakaolin.” 2.3. Cementitious Material. Cementitious materials are the cement and supplementary cementing materials used in concrete. 2.4. Chemical Admixtures. Furnish admixtures conforming to DMS-4640, “Chemical Admixtures for Concrete.” 2.5. Water. Furnish mixing and curing water that is free from oils, acids, organic matter, or other deleterious substances. Water from municipal supplies approved by the Texas Department of Health will not require testing. Provide test reports showing compliance with Table 1 before use when using water from other sources. Water that is a blend of concrete wash water and other acceptable water sources, certified by the concrete producer as complying with the requirements of both Table 1 and Table 2, may be used as mix water. -
Effects of Storage Temperature and Time on False Setting Behavior of CPI-S Portland Cement
321 Cerâmica 66 (2020) 321-329 http://dx.doi.org/10.1590/0366-69132020663792842 Effects of storage temperature and time on false setting behavior of CPI-S Portland cement (Efeitos da temperatura e do tempo de armazenamento no comportamento de falsa pega do cimento Portland CPI-S) R. M. Mota1, A. S. Silva2, V. H. S. Ramos1, J. C. T. Rezende1, E. de Jesus1* 1Federal University of Sergipe, Department of Chemical Engineering, Av. Marechal Rondon, s/n, São Cristóvão, SE, Brazil 2Federal University of Sergipe, Department of Mathematics, São Cristóvão, SE, Brazil Abstract The false setting is when cement stiffens prematurely in a few minutes after adding water. Some variables could cause false setting in CPI-S-32 Portland cement, for example, alkali concentration in the cement, the formation of alite (C3S) with low reactivity, and cement storage temperature and time in silos. Temperature increases cause calcium sulfate dihydrate to dehydrate, forming hemihydrate (CaSO4.0.5H2O) or anhydrite (CaSO4), which causes the false setting. In this study, the influence of cement storage temperature (100, 105, 110, 120, and 130 °C) combined with the cement storage time (30, 60, and 120 min) in a silo was studied regarding the CPI-S-32 false setting behavior. It was verified that temperatures above 110 °C and storage time above 60 min are conditions that favor the false setting of CPI-S-32 cement. Physicochemical analysis, TG/DTG, XRF, and XRD were applied as complementary analyzes for the false setting assays of CPI-S-32. Keywords: false setting, CPI-S-32 Portland cement, cement storage temperature, cement storage time. -
TDA Cement Additive
Product Data Sheets TDA ® Quality Improvers A Family of Strength Enhancing Cement Additives Product Description TDA ® Quality Improvers are a family of cement additives that improve the strength or other performance characteristics of cement. They are aqueous compositions of grinding aids with set accelerating, water reducing or strength enhancing compounds, all carefully controlled and accurately blended for constant quality and optimum performance. Product specifications for the most widely used TDA ® formulations are as follows: S.G.S.G. PHPH TDA ® J 1.22 (±0.01) 6 - 8 TDA ® N 1.21 (±0.01) 8 - 10 TDA ® 710 1.34 (±0.02) 8 - 10 TDA ® 770 1.17 (±0.01) 8 - 10 TDA ® 1223 1.15 (±0.05) 6 - 8 TDA ® 7014 1.03 (±0.02) 9 - 12 Product specifications for other TDA ® formulations are available through GCP Field Engineers. Product Advantages One of the key benefits of TDA ® additives is their ability to increase both the grinding efficiency and cement strengths to a degree unequalled by conventional grinding aids. Increased early and long-term compressive strengths for the production of better quality cements. Reduced cost of cement production through reduced unit grinding costs and through replacement of clinker with reactive additions such as pozzolans, blast furnace slag and fly ash, or with fillers such as limestone. The chemical action of TDA ® additives decreases the interparticle attraction between cement grains both in dry form and in water, and increases the rate of hydration of cements. Additional advantages of TDA ® additives include: Page 1 of 5 Product Data Sheets Increased grinding efficiency resulting in increased mill output, higher cement fineness and reduced unit power input and grinding costs. -
The Influence of Triethanol Amine and Ethylene Glycol on the Grindability, Setting and Hydration Characteristics of Portland Cement
International Journal of Petrochemical Science & Engineering Research Article Open Access The influence of Triethanol amine and ethylene glycol on the grindability, setting and hydration characteristics of Portland cement Abstract Volume 4 Issue 3 - 2019 Triethanol amine and ethylene glycol are used as grinding aids for Ordinary Fayza S Hashem, Eisa E Hekal, M Abd El Portland Cement (OPC). Standard water of consistency, Blaine area, initial and final setting times and compressive strength are tested for OPC. The phase composition Wahab and microstructure of the formed hydrates are tested using DTA/TG and SEM Chemistry Department, Faculty of Science, Ain Shams techniques. Results showed that both the two GAs had a significant improvement in University, Egypt the performance of grinding mills. This is indicating by higher Blaine area when a Correspondence: Fayza S Hashem, Professor, Chemistry dose of 0.03, 0.04 and 0.05wt. % are applied. Beside there are increase in the water Department, Faculty of Science, Ain Shams University, Cairo, demand (greater than 5%) for the all OPC mortar mixes admixed with triethanol amin Egypt, Tel +0020111784595, Email or ethylene glycol at concentrations less than 0.05 wt.%. The improved hydration properties are reflected by an increase in the mechanical properties and microstructure Received: January 24, 2019 | Published: May 02, 2019 of the mortar pastes admixed with the two GAs. This is with attributed to the increase in the cement fineness which leads to the progress in the degree of cement hydration. Keywords: portland cement, triethanol amine, ethylene glycol, water demand, setting time and compressive strength Introduction However its action on cement pastes is very complex and depending on the type of cement and the amount of TEA.1,13‒15 An addition of Grinding aids are mostly organic compounds that are added to 0.02 % of TEA to Portland cement, acts as a set accelerator at 0.25 the clinker in the cement mill. -
Calcium Sulphoaluminate Cement with Mayenite Phase
(19) TZZ¥_ZZ_T (11) EP 3 199 500 A1 (12) EUROPEAN PATENT APPLICATION (43) Date of publication: (51) Int Cl.: 02.08.2017 Bulletin 2017/31 C04B 7/32 (2006.01) (21) Application number: 17153241.9 (22) Date of filing: 26.01.2017 (84) Designated Contracting States: (72) Inventors: AL AT BE BG CH CY CZ DE DK EE ES FI FR GB • SUCU, MEL KE GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO MERS N (TR) PL PT RO RS SE SI SK SM TR • DEL BA , TU HAN Designated Extension States: MERS N (TR) BA ME Designated Validation States: (74) Representative: Dereligil, Ersin MA MD Destek Patent Inc. Lefkose Cad. NM Ofis Park (30) Priority: 29.01.2016 TR 201601267 B Blok No: 36/5 Besevler Nilüfer 16110 Bursa (TR) (71) Applicant: CIMSA CIMENTO SANAYI VE TICARET ANONIM SIRKETI Mersin (TR) (54) CALCIUM SULPHOALUMINATE CEMENT WITH MAYENITE PHASE (57) The invention is calcium sulphoaluminate ce- waste during aluminium production; soda waste as pulp ment having a dicalcium silicate (C 2S), calcium sulphoa- obtained in soda production facilities remaining after so- luminate - yeelimite (C 4A3S), tetracalcium iron aluminate da ash is removed as product; fly ash obtained from stack (C4AF), calcium sulphate (CS) and mayenite (C12A7) gases as a result of the combustion of pulverized coal in mineral phase structure, and comprises gypsum or phos- thermal power plants; waste bauxite obtained in calcium phogypsum; dross aluminium which is produced as aluminate cement production facilities. EP 3 199 500 A1 Printed by Jouve, 75001 PARIS (FR) EP 3 199 500 A1 Description Technical Field 5 [0001] The present invention relates to cements used in the construction sector. -
Cement Safety Data Sheet
Product Name: Portland Cement Revision Date: July 2018 Page 1 of 12 MITSUBISHI CEMENT CORPORATION Safety Data Sheet Portland Cement Section 1 Identification GHS product identifier: Portland Cement Chemical name: Calcium compounds, calcium silicate compounds, and other calcium compounds containing iron and aluminum make up the majority of this product. Major Compounds: 3CaO•SiO2 Tricalcium silicate 2CaO•SiO2 Dicalcium silicate 3CaO•Al2O3 Tricalcium aluminate 4CaO•Al2O3•Fe2O3 Tetracalcium aluminoferrite CaSO4•2H2O Calcium sulfate dihydrate or Gypsum Other means of identification: Cement, hydraulic cement, Portland cement silicate. Relevant identified uses: Building materials, construction, a basic ingredient in concrete. MANUFACTURER: TELEPHONE NUMBERS: Mitsubishi Cement Corporation Phone: . (760) 248-5184 Cushenbury Plant Fax: . (760) 248-5139 5808 State Highway 18 Lucerne Valley, CA 92356 Contact Person: David Rib EMERGENCY TELEPHONE NUMBER: Call 911 for local emergency services. Section 2 Hazards Identification Portland cement is a gray or white powder. A single short-term exposure to the dry powder is not likely to cause serious harm. DANGER! Overexposure to Portland cement can cause serious, potentially irreversible skin or eye damage in the form of chemical (caustic) burns, including third degree burns. The same serious injury can occur if wet or moist skin has prolonged contact exposure to dry Portland cement. Carcinogenicity. Portland cement is not classifiable as a human carcinogen by the Occupational Health and Safety Administration (OSHA), the National Toxicity Program (NTP), or the International Agency for Research on Cancer (IARC). However, Portland cement may contain trace amounts of substances listed as carcinogens by NCP, OHSA, or IARC: crystalline silica, chromium VI compounds, nickel compounds, lead compounds.