Materials of Cement Science Primer
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White Concrete & Colored Concrete Construction
WHITE CEMENT CONCRETE AND COLORED CONCRETE CONSTRUCTION and developers Owners seeking dynamic architectural results demand the benefits that only white or colored concrete can deliver. Informed designers rely on careful selection of materials and attention to mixing and placement details to achieve eye-catching architectural and decorative finishes. Because of its versatility, concrete offers endless design possibilities. A wide variety of decorative looks are achieved by using colored aggregates and pigments, and by varying surface finishes, treatments, and textures. Combining white cement with pigments and colored aggregates expands the number of colors available to discerning customers. Colors are cleaner and more intense because pigments and specialty Figure 1. The Condell Medical Center is built with load-bearing precast concrete aggregates don’t have to overcome the panels with an architectural finish achieved by using white cement. grayish paste of common concrete. Courtesy of Condell Medical Center. Mix Designs • CSA A3000 cements that conform to the Canadian From a structural design perspective, white cement-based Standards Association standards for Cementitious Materials concrete mixes are identical to gray cement-based mixes. Mix • American Association of State Highway and Transportation designs for white or colored concrete differ from common Officials, AASHTO M85 Standard Specification for Portland concrete in that they are formulated based on each ingredient’s Cement effect on concrete color. Listed in order of decreasing -
Cement Data Sheet
42 CEMENT (Data in thousand metric tons unless otherwise noted) Domestic Production and Use: In 2019, U.S. portland cement production increased by 2.5% to 86 million tons, and masonry cement production continued to remain steady at 2.4 million tons. Cement was produced at 96 plants in 34 States, and at 2 plants in Puerto Rico. U.S. cement production continued to be limited by closed or idle plants, underutilized capacity at others, production disruptions from plant upgrades, and relatively inexpensive imports. In 2019, sales of cement increased slightly and were valued at $12.5 billion. Most cement sales were to make concrete, worth at least $65 billion. In 2019, it was estimated that 70% to 75% of sales were to ready-mixed concrete producers, 10% to concrete product manufactures, 8% to 10% to contractors, and 5% to 12% to other customer types. Texas, California, Missouri, Florida, Alabama, Michigan, and Pennsylvania were, in descending order of production, the seven leading cement-producing States and accounted for nearly 60% of U.S. production. Salient Statistics—United States:1 2015 2016 2017 2018 2019e Production: Portland and masonry cement2 84,405 84,695 86,356 86,368 88,500 Clinker 76,043 75,633 76,678 77,112 78,000 Shipments to final customers, includes exports 93,543 95,397 97,935 99,406 100,000 Imports of hydraulic cement for consumption 10,376 11,742 12,288 13,764 15,000 Imports of clinker for consumption 879 1,496 1,209 967 1,100 Exports of hydraulic cement and clinker 1,543 1,097 1,035 940 1,000 Consumption, apparent3 92,150 95,150 97,160 98,480 102,000 Price, average mill value, dollars per ton 106.50 111.00 117.00 121.00 123.50 Stocks, cement, yearend 7,230 7,420 7,870 8,580 8,850 Employment, mine and mill, numbere 12,300 12,700 12,500 12,300 12,500 Net import reliance4 as a percentage of apparent consumption 11 13 13 14 15 Recycling: Cement is not recycled, but significant quantities of concrete are recycled for use as a construction aggregate. -
Influence of Constituents' Properties on the Fracture Properties of High Strength Concrete
Influence of Constituents' Properties on the Fracture Properties of High Strength Concrete by Jeffrey Ramzi Karam B.S.C.E., Washington University in St. Louis (1995) SUBMITTED TO THE DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE MASTER OF SCIENCE IN CIVIL AND ENVIRONMENTAL ENGINEERING at the MASSACHUSETTS INSTITUTE OF TECHNOLOGY January, 1997 © 1997 Massachusetts Institute of Technology. All rights reserved. Signature of Author Depart/cht ofCivil and Environmental Engineering ;ember, 1996 Certified by 3iuyiik6ztrk -pervisor Certified by Joseph M. Sussman Chairman, Departmental Committee on Graduate Students C) 2 I Influence of Constituents' Properties on the Fracture Properties of High Strength Concrete by Jeffrey Ramzi Karam Submitted to the Department of Civil and Environmental Engineering January, 1997 in partial fulfillment of the requirements for the degree of Master of Science in Civil and Environmental Engineering Abstract The mechanical properties of concrete are known to be highly dependent on the characteristics of the interfacial region. Through the use of admixtures the properties of the interfacial region have been altered such that concretes of exceptional strength are now achievable. As with most engineering materials, the improved strength comes at the expense of ductility. The objective of this research was to ascertain how the properties of the basic constituents of concrete affect the ductility. An interface fracture energy methodology was used to study the influence of various internal parameters. The parameters investigated for normal and high strength mortars were: aggregate size, aggregate volume fraction, and aggregate type. Additionally, a novel code-like equation was developed in order to predict the fracture energy of a cementitious composite based on the material properties of the constituents. -
The Effects of Alkali-Silica Reaction on the Mechanical Properties of Concretes with Three Different Types of Reactive Aggregate
Technical Paper Okpin Na* DOI: 10.1002/suco.201400062 Yunping Xi Edward Ou Victor E. Saouma The effects of alkali-silica reaction on the mechanical properties of concretes with three different types of reactive aggregate This paper investigates the degradation of the mechanical prop- environment, the product of ASR is expansive, which is erties of concretes made with three types of aggregate affected detrimental to concrete structures [1, 2]. by alkali-silica reaction (ASR). Three standard testing methods ASR is a chemical reaction between the reactive – ASTM C289, JASS 5N T-603 and ASTM C1260 – were used to silica in the aggregate and the alkalis (Na2O and K2O) in identify the reactivity of ASR of the three aggregates selected. Portland cement. This chemical reaction produces alkali- The test results show that all three aggregates are potentially silica gel swelling with the absorption of the moisture deleterious. A new acceleration method based on JASS 5N T-603 from the surrounding cement paste. The expansive gel and ASTM C1260 was proposed for concrete specimens. In the can cause cracking in the concrete. Therefore, the neces- acceleration method, cylindrical concrete specimens were used, sary conditions for the expansive ASR gel to form in the additional alkali material was added to the concrete mixture and concrete are a sufficiently high alkali concentration in the the specimens were stored under conditions similar to ASTM cement, high moisture content in the concrete and reac- C1260. The preconditioned concrete specimens were then used tive aggregates. for evaluating the mechanical properties of the ASR-affected In order to control or prevent the occurrence of concrete in terms of strength and stiffness. -
Gray Portland Cement and Cement Clinker from Japan
Gray Portland Cement and Cement Clinker from Japan Investigation No. 731-TA-461 (Fourth Review) Publication 4704 June 2017 U.S. International Trade Commission Washington, DC 20436 U.S. International Trade Commission COMMISSIONERS Rhonda K. Schmidtlein, Chairman David S. Johanson, Vice Chairman Irving A. Williamson Meredith M. Broadbent F. Scott Kieff Catherine DeFilippo Director of Operations Staff assigned Carolyn Carlson, Investigator Gregory LaRocca, Industry Analyst Andrew Knipe, Economist Heng Loke, Attorney Fred Ruggles, Supervisory Investigator Address all communications to Secretary to the Commission United States International Trade Commission Washington, DC 20436 U.S. International Trade Commission Washington, DC 20436 www.usitc.gov Gray Portland Cement and Cement Clinker from Japan Investigation No. 731-TA-461 (Fourth Review) Publication 4704 June 2017 CONTENTS Page Determination .............................................................................................................................1 Views of the Commission .............................................................................................................3 Information obtained in the review ........................................................................................... I-1 Background ...................................................................................................................................... I-1 Responses to the Commission's notice of institution ..................................................................... -
Components of Concrete Desirable Properties of Concrete
Components of Concrete Concrete is made up of two components, aggregates and paste. Aggregates are generally classified into two groups, fine and coarse, and occupy about 60 to 80 percent of the volume of concrete. The paste is composed of cement, water, and entrained air and ordinarily constitutes 20 to 40 percent of the total volume. In properly made concrete, the aggregate should consist of particles having adequate strength and weather resistance and should not contain materials having injurious effects. A well graded aggregate with low void content is desired for efficient use of paste. Each aggregate particle is completely coated with paste, and the space between the aggregate particles is completely filled with paste. The quality of the concrete is greatly dependent upon the quality of paste, which in turn, is dependent upon the ratio of water to cement content used, and the extent of curing. The cement and water combine chemically in a reaction, called hydration, which takes place very rapidly at first and then more and more slowly for a long period of time in favorable moisture conditions. More water is used in mixing concrete than is required for complete hydration of the cement. This is required to make the concrete plastic and more workable; however, as the paste is thinned with water, its quality is lowered, it has less strength, and it is less resistant to weather. For quality concrete, a proper proportion of water to cement is essential. Desirable Properties of Concrete Durability: Ability of hardened concrete to resist -
Report No. REC-ERC-82-1. Fly Ash and Fly Ash Concrete
May 1984 Engineering and Research Center U. S. Department of the Interior Bureau of Reclamation Bureau ot Reclamation TECHNICAL REPORT STANDARD TITLE PAGE Fly Ash and Fly Ash Concrete May 1984 6. PERFORMING ORGANIZATION CODE 7. AUTHOR(S)-. 8. PERFORMING ORGANIZATION Edwin R. Dunstan, Jr. REPORT NO. I REC-ERC-82-1 9. PERFORMING ORGANIZATION NAME AND ADDRESS 10. WORK UNIT NO. Bureau of Reclamation, Engineering and Research Center 11. CONTRACT OR GRANT NO. Denver, Colorado 80225 10781 V0195 13. TYPE OF REPORT AND PERIOD COVERED 2. SPONSORING AGENCY NAME AND ADDRESS Same 14. SPONSORING AGENCY CODE DlBR 15. SUPPLEMENTARY NOTES Microfiche and/or hard copy available at the Engineering and Research Center. Denver. Colorado. Editor: RNW 16. ABSTRACT Fly ash is a residue that results from the combustion of ground or powdered coal. Historically, fly ash has been referred to as a ponolan and is used to reduce the amount of portland cement in concrete. However, in many Western States fly ashes have cementitious properties as well as pozzolanic properties, and they are capable of producing good strengths without portland cement. This study discusses test results of several ashes according to ASTM: C 6 18. Standard Specification for Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral Admixture in Portland Cement Concrete. Many changes are suggested. The replacement of 15 to 25 percent by mass of portland cement in concrete is examined. A few highly cementitious ashes were used to make concrete without portland cement. A new cement was developed that consists of over 90-percent fly ash and anhydrous CaS04.Test data for most concretes include: mix proportions, compressive strength, elasticity, drying shrinkage. -
Vysoké Učení Technické V Brně Brno University of Technology
VYSOKÉ UČENÍ TECHNICKÉ V BRNĚ BRNO UNIVERSITY OF TECHNOLOGY FAKULTA STAVEBNÍ FACULTY OF CIVIL ENGINEERING ÚSTAV TECHNOLOGIE STAVEBNÍCH HMOT A DÍLCŮ INSTITUTE OF TECHNOLOGY OF BUILDING MATERIALS AND COMPONENTS VLIV VLASTNOSTÍ VSTUPNÍCH MATERIÁLŮ NA KVALITU ARCHITEKTONICKÝCH BETONŮ INFLUENCE OF INPUT MATERIALS FOR QUALITY ARCHITECTURAL CONCRETE DIPLOMOVÁ PRÁCE DIPLOMA THESIS AUTOR PRÁCE Bc. Veronika Ondryášová AUTHOR VEDOUCÍ PRÁCE prof. Ing. RUDOLF HELA, CSc. SUPERVISOR BRNO 2018 1 2 3 Abstrakt Diplomová práce se zaměřuje na problematiku vlivu vlastností vstupních surovin pro výrobu kvalitních povrchů architektonických betonů. V úvodní části je popsána definice architektonického betonu a také výhody a nevýhody jeho realizace. V dalších kapitolách jsou uvedeny charakteristiky, dávkování či chemické složení vstupních materiálů. Kromě návrhu receptury je důležitým parametrem pro vytvoření kvalitního povrchu betonu zhutňování, precizní uložení do bednění a následné ošetřování povrchu. Popsány jsou také jednotlivé druhy architektonických betonů, jejich způsob vyrábění s uvedenými příklady na konkrétních realizovaných stavbách. V praktické části byly navrženy 4 receptury, kde se měnil druh nebo dávkování vstupních surovin. Při tvorbě receptur byl důraz kladen především na minimální segregaci čerstvého betonu a omezení vzniku pórů na povrchu ztvrdlého betonu. Klíčová slova Architektonický beton, vstupní suroviny, bednění, separační prostředky, cement, přísady, pigment. Abstract This diploma thesis focuses on the influence of properties of feedstocks for the production of quality surfaces of architectural concrete. The introductory part describes the definition of architectural concrete with the advantages and disadvantages of its implementation. In the following chapters, the characteristics, the dosage or the chemical composition of the input materials are given. Besides the design of the mixture, important parameters for the creation of a quality surface of concrete are compaction, precise placement in formwork and subsequent treatment of the surface. -
Lafarge Publication
2004 ANNUAL REPORT CEMENT > CEMENT €6,810 MILLION IN SALES 38,200 EMPLOYEES 114 CEMENT PLANTS, 20 CLINKER GRINDING STATIONS AND 6 SLAG GRINDING STATIONS IN 43 COUNTRIES* Lines of cement, hydraulic binders and lime for N°1WORLDWIDE construction, renovation and public works. AGGREGATES & CONCRETE > AGGREGATES & CONCRETE €4,747 MILLION IN SALES 20,100 EMPLOYEES 609 QUARRIES AND 1,105 CONCRETE PLANTS IN 25 COUNTRIES* Lines of aggregates, ready-mix and precast concrete products, asphalt and paving for N°2WORLDWIDE engineering structures, roads and buildings. ROOFING > ROOFING €1,493 MILLION IN SALES 11,700 EMPLOYEES 158 PLANTS IN 34 COUNTRIES* Lines of concrete, clay and metal roofing tiles, roofing components and chimney systems for new construction and renovations. N°1WORLDWIDE GYPSUM > GYPSUM €1,340 MILLION IN SALES 6,000 EMPLOYEES 83 PLANTS IN 24 COUNTRIES* Plasterboard systems, gypsum blocks and sprayable plaster for construction and decoration, finishing work, new construction and renovation. N°3WORLDWIDE * Consolidated companies (global and proportional methods) at December 31, 2004. Group Profile afarge is the world leader in building materials, with top-ranking positions in L each of its four divisions: No.1 worldwide in Cement and Roofing, No. 2 in Aggregates & Concrete and No. 3 in Gypsum. With 77,000 employees in 75 countries, the Lafarge Group had sales of €14.4 billion in 2004. Lafarge has been committed to sustainable development for many years,pursuing a strategy that combines industrial know-how with performance, value creation, respect for employees and local cultures, environmental protection and the conservation of natural resources and energy. To make advances in building materials, Lafarge places the customer at the heart of its concerns. -
Portland Cements CAS Reg
3251 Bath Pike Nazareth, PA 18064 MATERIAL SAFETY DATA SHEET Section 1 - IDENTIFICATION Product Name: Portland Cements CAS Reg. No.: 65997-15-1 Chemical Name and Synonyms: Portland Cement, Cement, Hydraulic Cement Trade Names: Portland Cement – Types I, IA, II, III, IIIA, GU, MS,LH, HE; SAYLOR’S Portland Types: I, IA, II, III; PRONTO, Flamingo Brixment White Portland Cement; Oil Well Cement Class A, H. MSDS Information: This MSDS supersedes prior MSDS’s for the products noted above. This MSDS covers a number of products with similar applications and occupational exposure hazards. Specific constituents and methods of preparation for these products will vary. The term “Portland Cement”, used in the text of this MSDS, refers to the above named products collectively. Chemical Family: Calcium silicate compounds; calcium compounds containing iron and aluminum; and gypsum are the primary constituents of these products. Informational Phone Numbers: (800) 437-7762 Customer Service - Nazareth, PA (800) 336-0366 Customer Service - Speed, IN (800) 624-8986 Customer Service - Martinsburg, WV (800) 386-2111 Customer Service - Mississauga, ONT Emergency Contact Information: (800)-424-9300 Chemtrec MSDS Prepared by: Essroc MSDS Development Committee - (610) 837-6725 – May 9, 2013 Section 2 - COMPONENTS Hazardous Ingredients: Component CAS No. OSHA PEL (8-hour TWA) ACGIH TLV Other Information Portland Cement 65997-15-1 15 mg total dust/m3 1.0 mg/m3 IDLH: 5000 mg/m3 3 5 mg respirable dust/m respirable LD50: No Data Gypsum 13397-24-5 15 mg total dust/m3 -
Investigation of Alkali-Silica Reactivity in Sustainable Ultrahigh Performance Concrete
sustainability Article Investigation of Alkali-Silica Reactivity in Sustainable Ultrahigh Performance Concrete Safeer Abbas 1, Wasim Abbass 1, Moncef L. Nehdi 2,* , Ali Ahmed 1 and Muhammad Yousaf 1 1 Civil Engineering Department, University of Engineering and Technology Lahore, Lahore 54890, Pakistan; [email protected] (S.A.); [email protected] (W.A.); [email protected] (A.A.); [email protected] (M.Y.) 2 Department of Civil and Environmental Engineering, Western University, London, ON N6A 5B9, Canada * Correspondence: [email protected]; Tel.: +1-519-6612111 (ext. 88308) Abstract: Considering its superior engineering properties, ultrahigh performance concrete (UHPC) has emerged as a strong contender to replace normal strength concrete (NSC) in diverse construction applications. While the mechanical properties of UHPC have been thoroughly explored, there is still dearth of studies that quantify the durability of UHPC, especially for sustainable mixtures made with local materials. Therefore, this research aims at investigating the alkali-silica reactivity (ASR) potential in sustainable UHPC in comparison with that of NSC. Sustainable UHPC mixtures were prepared using waste untreated coal ash (CA), raw slag (RS), and locally produced steel fibers. UHPC and benchmark NSC specimens were cast for assessing the compressive strength, flexural strength, and ASR expansion. Specimens were exposed to two curing regimes: accelerated ASR conditions (as per ASTM C1260) and normal water curing. UHPC specimens incorporating RS achieved higher compressive and flexural strengths in comparison with that of identical UHPC specimens made with CA. ASR expansion of control NSC specimens exceeded the ASTM C1260 limits (>0.20% at Citation: Abbas, S.; Abbass, W.; 28 days). -
Physical Properties of Structural Lightweight Concrete
Chapter 6 Physical Properties of Structural Lightweight Concrete The information present in Chapter 6 and 7 is also covered in a more general way in: ACI 213R-03 “Guide for Structural Lightweight Aggregate Concrete” and ASTM 169 D “Lightweight Concrete and Aggregates” Both are excellent references. April 2007 Expanded Shale, Clay & Slate Institute (ESCSI) 2225 E. Murray Holladay Rd, Suite 102 Salt Lake City, Utah 84117 (801) 272-7070 Fax: (801) 272-3377 [email protected] www.escsi.org 6-1 CHAPTER 6 6.0 Definition of Terms 6.1 Compressive Strength 6.2 Density Density of the Constituents of Concrete Mixtures’ Equilibrium Density-Self Loads Specified Density Concrete 6.3 Absorption 6.4 Internal Curing Introduction 6.5 Contact Zone Implication of Contact Zone on Failure Mechanisms 6.6 Permeability 6.7 Pozzolanic Characteristics History Pozzolanic Terminology and Properties Influence on Properties of Concrete Pozzolanic Reaction in the Contact Zone 6.8 Heat Flow Characteristics Thermal Conductivity Lightweight Concrete High Strength Lightweight Concrete High Strength Specified Density Concrete Specific Heat Thermal Diffusivity 6.9 Fire Resistance General High Strength Lightweight Concrete High Strength Specified Density Concrete 6.10 Refractory Concrete 6.11 Abrasion Resistance Appendix 6A ―Standard Test Method for Determining Density of Structural Lightweight Concrete”, ASTM C 567-05. Appendix 6B “Jet Exhaust Damaged Concrete”, Hronaka and Malvar, Concrete International, October 1998. Appendix 6C Refractory Concrete Papers Appendix 6D ESCSI Publication #4362 ―Internal Curing Using Expanded Shale, Clay and Slate Lightweight Aggregate”. Appendix 6E Chapter 46 ―Lightweight Concrete and Aggregates”, Significance of Tests and Properties of Concrete and Concrete-Making Materials, ASTM Special Technical Publication 169D.