Cement and Lime Kilns
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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. -
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. -
Pre-Industrial Lime Kilns
Pre-industrial Lime Kilns On 1st April 2015 the Historic Buildings and Monuments Commission for England changed its common name from English Heritage to Historic England. We are now re-branding all our documents. Although this document refers to English Heritage, it is still the Commission's current advice and guidance and will in due course be re-branded as Historic England. Please see our website for up to date contact information, and further advice. We welcome feedback to help improve this document, which will be periodically revised. Please email comments to [email protected] We are the government's expert advisory service for England's historic environment. We give constructive advice to local authorities, owners and the public. We champion historic places helping people to understand, value and care for them, now and for the future. HistoricEngland.org.uk/advice Introductions to Heritage Assets Pre-industrial Lime Kilns May 2011 Fig. 1. Ground plans showing the main types of Romano-British lime kilns known in England. A – Periodic or flare kiln. B – Irregular kiln. C – Pit or ‘clamp’ kiln. INTRODUCTION A lime kiln was a structure used to manufacture lime (Figure 1). During the Anglo-Saxon period buildings (calcium oxide) by burning calcium carbonate at were usually of timber construction and, although lime temperatures above 900°C. The calcium carbonate may have been used for white-washing high status burned (or ‘calcined’) was commonly limestone or buildings, the demand for it was very low. This changed chalk, but occassionally other materials such as oyster in the medieval period (1066-1485), when large or egg shells were used. -
53652 02 MG Lime Kiln Leaflet 8Pp:Layout 2
Slaked lime. What happened to the industry? The lime kilns today Discover What was To make clay soils more By the 1880s the lime trade was Today the lime kilns stand as a monument to the industrial era in a workable and to neutralise in decline and by 1900 seems to place not usually associated with such activity. In recent times, work the burnt lime acid soil.** have ceased production. Activity has been carried out by the National Trust which has involved parts of To make whitewash, had only been sporadic through the kilns being reinforced and altered. This is most evident around the used for? mortar and plaster.** the final years of the nineteenth The Castle Point south western pot, where the brick walls have been removed from century. On the 17th September above the draw arches and concrete lintels have been installed. Burnt lime from Lindisfarne was To destroy odours in mass probably used primarily in burials.** 1883, the Agnes left the Staithes; In 2010, the first phase of important improvements to access and agriculture. The alkali-rich slaked the last ship to depart Holy interpretation began. The old fences were improved to prevent sheep To make bleaching powder, lime kilns lime was perfect for neutralising Island laden with lime, This ship, a disinfectant.* from gaining access to the kilns, and a floor was laid in the central acidic soil and so improving along with others of Nicoll’s passageway. A new public access gate was also installed. fertility. It is also likely that some fleet, did return in the next few To make caustic soda used to Funding for this project came from National Trust Property Raffle sales of the slaked lime was used in make soap.* years but only, it seems, to in the Castle, Gift Aid on Entry money from visitors. -
Cement & Lime Manufacture 1968 Vol.41 No.2
C EM E NT & LI M E MANUFACTURE P rice Is. 6d. per Copy. Annual subscriptio ns: Inland 9s. post free. VOL. XLI. No. 2 MARCH, J968 Overseas lis. 6d . incl udi ng postage. Canada and U.S.A. 1.80 dollars incl. post. U.K. R ~ ;>re,ent.llyes:- CO NTI N ENTAL ENG I NEE RING CO. LTD., London Road, Ascot, Berks. Tel. No : Winkfield Row 20 II PAGE ii CE M ENT AND LIM E MANU FACTU RE M ARCI-II % R FULLER-DRACCO GLASS CLOTH FILTERS FOR THE CEMENT INDUSTRY * For completely dust-free cement production both kilns and clinker coolers should have Fuller- Dracco Glass-Bag filters. * Fuller-Dracco Glass-Bag filters assure virtually 100% dust collection from hot gases. * Glass bags withstand continuous temperatures of up to 550°F. * Reverse air and sonic cleaning prolong bag life. * Bag-houses can be designed for vacuum or pressure operation and for any capacity. * The largest suction type Glass Cloth Collector in the world is a Dracco installation handling 350,000 c.f.m. dry process kiln gas. Glass cloth gas cleaning has proved the most effec tive means of trapping hot dust i n cement plants and Fuller's extensive experience in designing and CONSTANTIN developing Glass-Bag Dust Collectors for many (ENGINEERS) LTD_ applications makes us best qualified to build your next RADNOR HOUSE . LONDON ROAD' NORBURY collecting system. LONDON ' S.W.16 <D 01-784 1571 ; Fuller-Dracco Glass-Bag dust collectors operate at intake temperatures of up to 550°F without pre ECDNSTANTIN CONSTANTIN cooling and we can offer a variety of bag cleaning SA ESPANOLA SJI techniques to suit your operating requ irements. -
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. -
Lime Kilns in Worcestershire
Lime Kilns in Worcestershire Nils Wilkes Acknowledgements I first began this project in September 2012 having noticed a number of limekilns annotated on the Ordnance Survey County Series First Edition maps whilst carrying out another project for the Historic Environment Record department (HER). That there had been limekilns right across Worcestershire was not something I was aware of, particularly as the county is not regarded to be a limestone region. When I came to look for books or documents relating specifically to limeburning in Worcestershire, there were none, and this intrigued me. So, in short, this document is the result of my endeavours to gather together both documentary and physical evidence of a long forgotten industry in Worcestershire. In the course of this research I have received the help of many kind people. Firstly I wish to thank staff at the Historic Environmental Record department of the Archive and Archaeological Service for their patience and assistance in helping me develop the Limekiln Database, in particular Emma Hancox, Maggi Noke and Olly Russell. I am extremely grateful to Francesca Llewellyn for her information on Stourport and Astley; Simon Wilkinson for notes on Upton-upon-Severn; Gordon Sawyer for his enthusiasm in locating sites in Strensham; David Viner (Canal and Rivers Trust) in accessing records at Ellesmere Port; Bill Lambert (Worcester and Birmingham Canal Trust) for involving me with the Tardebigge Limekilns Project; Pat Hughes for her knowledge of the lime trade in Worcester and Valerie Goodbury -
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. -
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. -
Fossil Beach Cement Works Heritage Study
Special Council Meeting - Item 2.2 Attachment 2 Monday, 1 August, 2011 BIOSIS R E S E A R C H Fossil Beach Cement Works Heritage Study April 2011 ‘A view of Fossil Beach in 1872’, oil painting by R Scott, in the collection of the Mornington Peninsula Regional Gallery. Natural & BIOSISCultural Heritage R E S E Consultants A R C H 38 Bertie Street (PO1 Box 489) Port Melbourne Victoria 3207 Special Council Meeting - Item 2.2 Attachment 2 Monday, 1 August, 2011 BIOSIS R E S E A R C H Fossil Beach Cement Works Heritage Study April 2011 Gary Vines & Geoff Yugovic Report for Mornington Peninsula Shire Ballarat: 449 Doveton Street North Ballarat 3350 Ph: (03) 5331 7000 Fax: (03) 5331 7033 email: [email protected] Melbourne: 38 Bertie Street Port Melbourne 3207 Ph: (03) 9646 9499 Fax: (03) 9646 9242 email: [email protected] Biosis Research Project – 11255 Date of Completion – 12/05/2011 Canberra: Unit 16/2 Yallourn Street Fyshwick 2609 ISBN 978-1-921405-10-5 Ph: (02) 6228 1599 Fax: (02) 6280 8752 email: [email protected] Sydney: 18-20 Mandible Street Alexandria 2015 Ph: (02) 9690 2777 Fax: (02) 9690 2577 email: [email protected] Wangaratta: PO Box 943 Wangaratta 3676 Ph: (03) 5721 9453 Fax: (03) 5721 9454 email: [email protected] Wollongong: 8 Tate Street Wollongong 2500 Ph: (02) 4229 5222 Fax: (02) 4229 55 email: [email protected] Biosis Research Pty. Ltd. This document is and shall remain the property of Biosis Research Pty.