Eco-Efficient Cements: Potential Economically Viable Solutions for a Low-CO2 Cement-Based Materials Industry
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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 -
Experimental Investigation on Nano Concrete with Nano Silica and M-Sand
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 03 | Mar 2019 www.irjet.net p-ISSN: 2395-0072 EXPERIMENTAL INVESTIGATION ON NANO CONCRETE WITH NANO SILICA AND M-SAND Mohan Raj.B1, Sugila Devi.G2 1PG Student, Nadar Saraswathi College of Engineering and Technology, Theni, Tamilnadu, India. 2Assistant Professor, Nadar Saraswathi College of Engineering and Technology, Theni, Tamilnadu, India. ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - The influence of Nano-Silica on various material is Nano Silica (NS). The advancement made by the properties of concrete is obtained by replacing the cement study of concrete at Nano scale has proved the Nano silica is with various percentages of Nano-Silica. Nano-Silica is used as much better than silica fume used in conventional concrete. a partial replacement for cement in the range of 3%, 3.5%, Now, the researchers are capitalizing on nanotechnology to and 10% for M20 mix. Specimens are casted using Nano-Silica innovate a new generation of concrete materials that concrete. Laboratory tests conducted to determine the overcome the above drawbacks and trying to achieve the compressive strength, split tensile and flexural strength of sustainable concrete structures. Evolution of materials is Nano-Silica concrete at the age of 7, 14 and 28 days. Results need of the day for improved or better performance for indicate that the concrete, by using Nano-Silica powder, was special engineering applications and modifying the bulk able to increase its compressive strength. However, the density state of materials in terms of composition or microstructure is reduce compared to standard mix of concrete. -
Portland Cement Types I, IA, II
Product Data Sheets Portland Cement Types I, IA, II, III General Purpose, General Purpose Air Entrained Type I, Moderate Sulfate Resistance and Moderate Heat of Hydration Properties and High Early Strength Type III Manufacturer: Provides higher strengths at an earlier Fairborn Cement Company age as compared to Type I. Type III is Fairborn Cement Company 3250 Linebaugh Rd very similar to Type I, except its offers the following Cement Xenia, OH 45385 particles have been ground finer, Types: 800-762-0040 making it more reactive. Type III Portland cements are useful when I www.fairborncement.com quick form turn- around times are IA Product Description: necessary. Type I, Type IA, Type II, Type III II Cements. Quality: III Fairborn Cement Company is Type I committed to quality and takes pride in IL (10) This is a general-purpose cement that the products we manufacturer. We is suitable for all uses where the manufacture products using only high Oil Well (Class A) special properties of other types of quality raw materials and strict quality MIAMI Masonry N,S,M Portland cement are not required. control procedures. Fairborn Cement Company is the local leader in quality MIAMI Color Colored Type IA cement production. Masonry N,S Same as Type I except an air entraining MIAMI Mortar Cement N,S admixture has been added during the Standards: manufacturing process. Used where Type I, Type IA, Type II, Type III cement Block Cement exposure to freeze-thaw cycles in the meets the standard requirements of the presence of de-icing chemicals is following: expected. -
96 Quality Control of Clinker Products by SEM and XRF Analysis Ziad Abu
ACXRI '96 Quality Control of Clinker Products By SEM and XRF Analysis Ziad Abu Kaddourah and Khairun Azizi MY9700786 School of Materials and Mineral Resources Eng., Universiti Sains Malaysia 31750 Tronoh, Perak, Malaysia. ABSTRACT The microstructure and chemical properties of industrial Portland cement clinkers have been examined by SEM and XRF methods to establish the nature of the clinkers and how variations in the clinker characteristics can be used to control the clinker quality. The clinker nodules were found to show differences in the chemical composition and microstructure between the inner and outer parts of the clinker nodules. Microstructure studies of industrial Portland cement clinker have shown that the outer part of the nodules are enriched in silicate more than the inner part. There is better crystallization and larger alite crystal 9ize in the outer part than in the inner part. The alite crystal size varied between 16.2-46.12um. The clinker chemical composition was found to affect the residual >45um, where a higher belite content causes an increase in the residual >45um in the cement product and will cause a decrease in the concrete strength of the cement product. The aluminate and ferrite crystals and the microcracks within the alite crystal are clear in some clinker only. The quality of the raw material preparation, burning and cooling stages can be controlled using the microstructure of the clinker product. INTRODUCTION Examination of manufactured industrial clinkers using the Scanning Electron Microscope (SEM) is usually conducted to study problems that can't be defined by the normal quality control procedures. Such a study can be used to give better information and knowledge about clinkers characteristics and how variations in the clinker characteristics are affected by variations in the various stages during the manufacturing process. -
Construction Engineering Australia • June/July 2017
PROUDLY SUPPORTED BY PROUD MEDIA PARTNER CONCRETE INSTITUTE of AUSTRALIA CONSTRUCTION ENGINEERING OFFICIAL PUBLICATION AUSTRALIA JUNE/JULY 2017 V3.03 CONSTRUCTION CIVIL WORKS CIVIL ENGINEERING PRINT POST APPROVED - 100001889 Keynote Speakers Professor Tim Ibell Professor Karen Scrivener Ms Louise Adams Professor Doug Hooton Mr Peter McBean Professor Des Bull Invited Speakers Mr Mike Schneider Dr Stuart Matthews Conference Registration Now Open Concrete 2017 includes • Quality Technical Program REGISTER TODAY AT: • Cement and Durability Workshops www.concrete2017.com.au • Huge Trade Exhibition • Gala “Awards for Excellence in Concrete” Dinner • Social and Networking Events 28th Biennial Conference hosted by Conference Partner www.concrete2017.com.au JUNE/JULY 2017 contents Volume 3 Number3 Published by: 2 Editorial Editorial and Publishing Consultants Pty Ltd ABN 85 007 693 138 PO Box 510, Broadford 4 Industry News Victoria 3658 Australia Phone: 1300 EPCGROUP (1300 372 476) Int’l: +61 3 5784 3438 Fax: +61 3 5784 2210 10 Cover Feature: City of Gold Coast www.epcgroup.com Publisher and Managing Editor Anthony T Schmidt 14 Product Focus: MetaMax 10 Phone: 1300 EPCGROUP (1300 372 476) Mobile: 0414 788 900 Email: [email protected] 14 Product Focus: Aussie Pumps Deputy Editor Rex Pannell Tsurumi Piling Pump Mobile: 0433 300 106 Email: [email protected] 16 Case Study: Modular Walls National Advertising Sales Manager Yuri Mamistvalov Phone: 1300 EPCGROUP (1300 372 476) Mobile: 0419 339 865 18 Lift and Shift Email: [email protected] 16 Advertising Sales - SA Jodie Chester - G Advertising 22 Innovative Solutions Mobile: 0439 749 993 Email: [email protected] 26 Materials Handling Advertising Sales - WA Licia Salomone - OKeeffe Media Mobile: 0412 080 600 Email: [email protected] 30 Concrete Institute News Graphic Design Annette Epifanidis 38 National Precast Feature 38 Mobile: 0416 087 412 TERMS AND CONDITIONS 46 Equipment Feature This publication is published by Editorial and Publishing Consultants Pty Ltd (the “Publisher”). -
Assessment of Wood-Based Fly Ash As Alternative Cement Replacement
sustainability Article Assessment of Wood-Based Fly Ash as Alternative Cement Replacement Jan Foˇrt 1,2,* , Jiˇrí Šál 2, Jaroslav Žák 2 and Robert Cernˇ ý 1 1 Department of Materials Engineering and Chemistry, Faculty of Civil Engineering, Czech Technical University in Prague, Thákutova 7, 166 29 Prague, Czech Republic; [email protected] 2 Institute of Technology and Business in Ceskˇ é Budˇejovice,Okružní 10, 370 01 Ceskˇ é Budˇejovice, Czech Republic; [email protected] (J.Š.); [email protected] (J.Ž.) * Correspondence: [email protected] Received: 16 October 2020; Accepted: 15 November 2020; Published: 17 November 2020 Abstract: The abandonment of coal energy plants in the near future will result in a substantially reduced availability of the coal fly ash broadly used as an efficient supplementary material. In line with the growth of alternative and renewable energy resources, the amount of biomass-based ash rises substantially. Nevertheless, a diverse chemical composition prevents a broader utilization of biomass-based fly ash compared to coal ash on an industrial scale. On this account, the present work is aimed at investigating the basic physical and mechanical properties of concrete mortars modified by a high volume of biomass fly ash (BFA) from wood combustion. Delivered results confirm a significant potential of BFA in the building industry. Experimental analysis of concrete mortars with BFA reveals preservation or even improvement of compressive and bending strength up to 30 wt.% cement replacement. On the contrary, higher dosages induce a gradual decrease in mechanical performance. The performed Life Cycle Assessment analysis reveals the perspective of BFA incorporation taking into account environmental issues considering the ratio between preservation of mechanical performance per normalized endpoint environmental score that allows a direct comparison with other alternatives. -
Vermiculite Concrete Introduction Vermiculite Concrete Is a Low Density Non-Structural Construction Product
Vermiculite Concrete Introduction Vermiculite concrete is a low density non-structural construction product. It is insulating (both thermally and acoustically) and intrinsically fire resistant. It is normally made simply by mixing exfoliated vermiculite as the aggregate, with cement and water, plus additives such as plasticisers if required. The ratio of exfoliated vermiculite aggregate to cement and the vermiculite grade can be varied to the properties such as strength and insulation as required for the concrete. The applications for vermiculite concrete are however, all non-structural. Vermiculite concretes can also be produced containing other lightweight aggregates, such as expanded perlite, to give differing physical properties. Normally the type of cement used in these mixes is Ordinary Portland Cement (O.P.C), although a higher initial strength may be obtained using Rapid Hardening Portland Cement (R.H.P.C). For high temperature refractory applications, high alumina (luminate in the USA) cements may be used with great success to manufacture lightweight in-situ cast insulation mixes and back up insulation products. However, these applications are beyond the scope of this specific application note. Applications for Vermiculite Concrete The principal applications for vermiculite concrete are for in-situ site mixed applications such as: • Floor and roof screeds • Void filling insulation mixes around chimneys, back boilers and fire backs • Blocks and slabs • Swimming pool bases [see separate application note for this application] Vermiculite concrete can be easily cut, sawed, nailed or screwed. The lower density vermiculite concrete screeds are usually covered with a denser topping mix of 4:1 or 5:1 sand to cement mix to a minimum depth of 25mm (1 inch); the screed and denser more load distributing topping should ideally be laid monolithically to prevent dis-bonding and shear fracturing between the screed and the topping. -
Alkali-Silica Reactivity: an Overview of Research
SHRP-C-342 Alkali-Silica Reactivity: An Overview of Research Richard Helmuth Construction Technology Laboratories, Inc. With contributions by: David Stark Construction Technology Laboratories, Inc. Sidney Diamond Purdue University Micheline Moranville-Regourd Ecole Normale Superieure de Cachan Strategic Highway Research Program National Research Council Washington, DC 1993 Publication No. SHRP-C-342 ISBN 0-30cL05602-0 Contract C-202 Product No. 2010 Program Manager: Don M. Harriott Project Maxtager: Inam Jawed Program AIea Secretary: Carina Hreib Copyeditor: Katharyn L. Bine Brosseau May 1993 key words: additives aggregate alkali-silica reaction cracking expansion portland cement concrete standards Strategic Highway Research Program 2101 Consti!ution Avenue N.W. Washington, DC 20418 (202) 334-3774 The publicat:Lon of this report does not necessarily indicate approval or endorsement by the National Academy of Sciences, the United States Government, or the American Association of State Highway and Transportation Officials or its member states of the findings, opinions, conclusions, or recommendations either inferred or specifically expressed herein. ©1993 National Academy of Sciences 1.5M/NAP/593 Acknowledgments The research described herein was supported by the Strategic Highway Research Program (SHRP). SHRP is a unit of the National Research Council that was authorized by section 128 of the Surface Transportation and Uniform Relocation Assistance Act of 1987. This document has been written as a product of Strategic Highway Research Program (SHRP) Contract SHRP-87-C-202, "Eliminating or Minimizing Alkali-Silica Reactivity." The prime contractor for this project is Construction Technology Laboratories, with Purdue University, and Ecole Normale Superieure de Cachan, as subcontractors. Fundamental studies were initiated in Task A. -
Strategic Energy Technology Plan
STRATEGIC ENERGY TECHNOLOGY PLAN Scientific Assessment in support of the Materials Roadmap enabling Low Carbon Energy Technologies Energy efficient materials for buildings Authors: M. Van Holm, L. Simões da Silva, G. M. Revel, M. Sansom, H. Koukkari, H. Eek JRC Coordination: P. Bertoldi, E. Tzimas EUR 25173 EN - 2011 The mission of the JRC-IET is to provide support to Community policies related to both nuclear and non-nuclear energy in order to ensure sustainable, secure and efficient energy production, distribution and use. European Commission Joint Research Centre Institute for Energy and Transport Contact information Address: Via Enrico Fermi, 2749 I-21027 Ispra (VA) E-mail: [email protected] Tel.: +39 (0332) 78 9299 Fax: +39 (0332) 78 5869 http://iet.jrc.ec.europa.eu/ http://www.jrc.ec.europa.eu/ Legal Notice Neither the European Commission nor any person acting on behalf of the Commission is responsible for the use which might be made of this publication. Europe Direct is a service to help you find answers to your questions about the European Union Freephone number (*): 00 800 6 7 8 9 10 11 (*) Certain mobile telephone operators do not allow access to 00 800 numbers or these calls may be billed. A great deal of additional information on the European Union is available on the Internet. It can be accessed through the Europa server http://europa.eu/ JRC68158 EUR 25173 EN ISBN 978-92-79-22790-5 (pdf) ISBN 978-92-79-22789-9 (print) ISSN 1831-9424 (online) ISSN 1018-5593 (print) doi:10.2788/64929 Luxembourg: Publications Office of the European Union,2011 © European Union, 2011 Reproduction is authorised provided the source is acknowledged Printed in Italy Preamble This scientific assessment serves as the basis for a materials research roadmap for Energy efficient materials for buildings technology, itself an integral element of an overall "Materials Roadmap Enabling Low Carbon Technologies", a Commission Staff Working Document published in December 2011. -
Reinforced Concrete Failure Mechanisms
Reinforced Concrete Failure Mechanisms Best Practices in Dam and Levee Safety Risk Analyses Part E – Concrete Structures Chapter E-2 Last modified June 2017, Presented July 2019 Reinforced Concrete Failure Mechanisms OUTLINE: • Types of Structures • Spillway Piers • Navigation Lock Walls • Floodwalls • Slabs • Buttresses • Factors influencing strength and stability of reinforced concrete sections • National code requirements in the context of risk • Considerations when determining risk analysis failure probabilities based on structural analysis results • Typical event tree of the progression of failure 2 Reinforced Concrete Failure Mechanisms OBJECTIVES: • Get a broad overview of potential failure modes for different kinds of reinforced concrete structures • Understand the mechanisms that affect reinforced concrete failures • Understand how to construct an event tree to represent reinforced concrete failures • Understand how to estimate event probabilities and probability of breach Reinforced Concrete Failure Mechanisms SUMMARY OF KEY CONCEPTS: • Significant uncertainty for reinforced concrete failure mechanisms under seismic loading due to limited case histories • Concrete and reinforcement material properties can be determined with confidence for dams and floodwalls. • Type and duration of loading is important to understand – consider both static and earthquake loading • Ductile and Brittle Failure mechanisms • Seismic reinforcement details have changed dramatically over the past few decades; older concrete hydraulic structures may be -
We Now Know That the Maximum Level That Avoids
Using ash in concrete is nothing new. h e Romans rials derived from coal combustion products, includ- used volcanic ash in their spectacular construction ing fly ash, nationwide. projects long before the introduction of Portland cement, “Fly ash is composed of the non-combustible mineral having discovered its value as a hardening agent when portion of coal. When coal is consumed in a power plant, mixed with lime. h e ancient Romans used volcanic ash it’s i rst ground to the i neness of powder. Blown into as an admix to erect buildings such as the Pantheon and the power plant’s boiler, the carbon is consumed – leav- Coliseum, roads, and aqueducts. Remember, these struc- ing molten particles rich in silica, alumina, and calcium. tures are more than 2,000 years old. h ese particles solidify as microscopic, glassy spheres Fly ash concrete was first used in the U.S. in the that are collected from the power plant’s exhaust before 1920s for dam construction, when engineers found that it reduced the total cement requirement. Today, as more projects seek LEED certification, ash is resurfac- WE NOW KNOW THAT THE ing as a popular environmentally-friendly alternative MAXIMUM LEVEL THAT AVOIDS to Portland cement. No longer are we using volcanic COMPLICATIONS IN ADHERING FLOOR ash, of course, but coal fly ash is gaining ground as the COVERING IS 15% FLY ASH. green alternative of choice for LEED projects. Many of the projects and the millions of square yards of LEED flooring we’ve installed in recent years used ash in the they can “l y” away – hence the product’s name: l y ash,” cement mixture. -
CEMENT for BUILDING with AMBITION Aalborg Portland A/S Portland Aalborg Cover Photo: the Great Belt Bridge, Denmark
CEMENT FOR BUILDING WITH AMBITION Aalborg Portland A/S Cover photo: The Great Belt Bridge, Denmark. AALBORG Aalborg Portland Holding is owned by the Cementir Group, an inter- national supplier of cement and concrete. The Cementir Group’s PORTLAND head office is placed in Rome and the Group is listed on the Italian ONE OF THE LARGEST Stock Exchange in Milan. CEMENT PRODUCERS IN Cementir's global organization is THE NORDIC REGION divided into geographical regions, and Aalborg Portland A/S is included in the Nordic & Baltic region covering Aalborg Portland A/S has been a central pillar of the Northern Europe. business community in Denmark – and particularly North Jutland – for more than 125 years, with www.cementirholding.it major importance for employment, exports and development of industrial knowhow. Aalborg Portland is one of the largest producers of grey cement in the Nordic region and the world’s leading manufacturer of white cement. The company is at the forefront of energy-efficient production of high-quality cement at the plant in Aalborg. In addition to the factory in Aalborg, Aalborg Portland includes five sales subsidiaries in Iceland, Poland, France, Belgium and Russia. Aalborg Portland is part of Aalborg Portland Holding, which is the parent company of a number of cement and concrete companies in i.a. the Nordic countries, Belgium, USA, Turkey, Egypt, Malaysia and China. Additionally, the Group has acti vities within extraction and sales of aggregates (granite and gravel) and recycling of waste products. Read more on www.aalborgportlandholding.com, www.aalborgportland.dk and www.aalborgwhite.com. Data in this brochure is based on figures from 2017, unless otherwise stated.