Quality improvers for optimization of blended cements performances P.D Arcangelo 1, S.Bhome 2, M.Magistri 1

Similar documents
Optimisation of Blended Cements Performances by the use of Grinding Aids

The activation of pozzolanic materials with specific Cement Additives J. Bogerd, P. Forni Mapei SpA, Milan, Italy

ABSTRACT. 1 Mapei S.p.A. Cement Additives Division, Milan, Italy 2 Mapei S.p.A. Microscopy Lab, Milan, Italy

Investigation on the reactivity of cement additives in blended cements

FROM QUARRY TO STRENGTHS: HOW COMPOSITION OF RAW MEAL AFFECTS CLINKER QUALITY AND CEMENT ADDITIVES FORMULATION

RESILIENT INFRASTRUCTURE June 1 4, 2016

LECTURE NO. 10 & 11 (Part II) MINERAL ADMIXTURES

Admixtures. Lecture No. 12

MINERAL ADMIXTURES IN CONCRETE

Performance of alusilica as mineral admixture in cementitious systems

CIV2226: Design of Concrete and Masonry Structures

Universities of Leeds, Sheffield and York

Fly Ash, Slag, Silica Fume, and Natural Pozzolans

Innovation to improve carbon footprint in the Cement industry Building Material Analysis meeting University of Halle, Germany March 29, 2011

CHARACTERISTICS OF HIGH VOLUME FLYASH IN CEMENT

CHARACTERISATION OF THE REACTIVITY OF CEMENT CONSTITUENTS

Investigations on Composite Cement containing Indian fly ash and Granulated Blast Furnace Slag

Fly ash blended cements: process and hydration improvement through the use of cement additives

Cementitious Materials for Concrete: Standards, selection and properties

Specifications for other CBA formulations not shown above are available through GCP Applied Technologies Field Engineers.

MasterCem Solutions for the cement industry

Hydration of Belite Calcium Sulfo-Aluminate cement Aether ICCC Madrid July 4th 2011

Recycle of wastes of clay brick industry for producing. Eco- cement. A. M Amin. Prof.of Technology of building material industry,

D DAVID PUBLISHING. Effects of Nano Silica, Micro Silica, Fly Ash and Bottom Ash on Compressive Strength of Concrete. 1.

Admixtures. Lecture No. 12

Raman Mangabhai reviews some developments in cements

How to Read a Portland Cement Mill Test Report

ROLE OF ACTIVATOR TYPE AND DOSAGE ON THE REACTION KINETICS OF ALKALI-ACTIVATED SLAG PASTES Berhan S. Gebregziabiher 1 and Sulapha Peethamparan *2

STRENGTH PROPERTIES OF GEOPOLYMER MORTAR CONTAINING BINARY AND TERNARY BLENDS OF BENTONITE

Beginning of the Industry. Portland, Blended, and Other Hydraulic Cements

Combination of Silica Fume, Fly Ash and Amorphous Nano-Silica in Superplasticized High-Performance Concretes

The Use of Fly Ash to Reduce the Environmental Impact of Concrete

INVESTIGATIONONS ON USE OF JAROSITE AS SET CONTROLLER IN CEMENT

Experimental Study On Replacement Of Cement By Glass Powder

The Influence of Slag and Fly Ash on the Carbonation of Concretes. By M. Collepardi, S. Collepardi, J.J. Ogoumah Olagot and F.

ACTIVATE FLY ASH REACTION USING BAUXITE RESIDUE IN BLENDED CEMENT

HYDRATION AND MICROSTRUCTURE DEVELOPMENT OF PORTLAND CEMENT BLENDED WITH BLAST FURNACE SLAG

Analysis of anhydrite gypsum effects on quality of cement

Mineral s creation of recycled cement utilizing inorganic construction wastes

VCAS White Pozzolans

Effects of Cement Type and Fly Ash on the Sulfate Attack Using ASTM C 1012

DEVELOPMENT OF BLENDED CEMENT FROM ACTIVATED AND SINTERED FLY ASH

Environmentally Conscious Portland-Limestone Cement. Technology Provided by

Rabeen Group Cement Business Unit

Investigation of fresh and hardened properties of Calcium sulfoaluminate (CSA) cement blends

Mineral-based secondary binders, utilization, and considerations in mix design. Exercise 5

Energy Saving Measures in. Cement Industry

THE INFLUENCE OF TRIETANOLAMINE (TEA) ON CHARACTERISTICS OF FRESH AND HARDENED MORTARS CONTAINING LIMESTONE POWDER

Utilization of micro silica as partial replacement of OPC & SRC in concrete

Eco-concrete: preliminary studies for concretes based on hydraulic lime

Chemical Activation of Low Calcium Fly Ash Part 1: Identification of Suitable Activators and their Dosage

The use of isothermal calorimetry in cement production. Paul Sandberg

Performance of Carbon-Neutral Rice Hull Ash as a Supplementary Cementitious Material In Portland Cement Concrete

(SJET) ISSN X

Improvement of Concrete Sustainability and Performance using Portland-Limestone Cements

Effect of Blended Fly Ashes in Mitigating Alkali Silica Reaction

International Journal of Advance Research in Engineering, Science & Technology

Using Isothermal Calorimetry to Predict early Mortar Strengths. Lasse Frølich Engsig April 2014

Comparison of Properties of Fresh and Hardened Concrete Containing Finely Ground Glass Powder, Fly Ash, or Silica Fume

Concrete Technology. Brief Recap

STRENGTH AND THERMAL STABILITY OF FLY ASH-BASED GEOPOLYMER MORTAR

Studies on Main Properties of Ternary Blended Cement with Limestone Powder and Microsilica

Influence of Tertiary Alkanolamines on the Hydration of Portland Cement. Josephine Cheung

Silica Fume in Concrete

Technical Committee on Hydraulic Cement and Supplementary Cementing Materials

Relative evaluation of performance of limestone calcined clay cement compared with Portland pozzolana cement

Fly ash cements: correlating cement additives performance with. chemical composition of fly ashes

The valorisation of acid blast furnace slag (BFS) in supersulfated cements (SSC)

Cement SIKA SOLUTIONS FOR Cement

Effect of particlesize of blast furnace slag on properties of portland cement

Pore Solution Analysis as a Tool for Studying Early Age Hydration & Predicting Future Durability R.D. Hooton, T. Ramlochan, and M.D.A.

PREDICTION OF EARLY STRENGTH DEVELOPMENT IN CEMENTITIOUS MATERIALS BY HEAT OF HYDRATION MEASUREMENTS. Aron Shonhiwa 4 SEPTEMBER 2012

Ettringite revisited. Fred Glasser University of Aberdeen Old Aberdeen, Scotland UK

Effect of Steam Curing on the Strength of Concrete by Using Mineral Admixtures

A STUDY ON PROPERTIES OF BOTTOM ASH-GGBS GEOPOLYMER CONCRETE FOR PAVER BLOCKS

Supplementary Cementitious Materials (SCMs) Cement Hydration: 3/29/2017. SCMs effect on hydration. Hydration Schematic

CEMENT Sika SOLUTIONS FOR CEMENT PRODUCTION

Pozzolanic potential of Sugarcane Bagasse Ash as verified through TGA and XRD Techniques

IMPROVING SULFATE RESISTANCE OF MORTARS PRODUCED WITH SANDS CONTAMINATED BY NATURAL SULFATE

Thermal Characterization of Pozzolanic Activity of Hydrated Cement System Modified by Silica Based Industrial Waste

A DETAILED PROCEDURE OF MIX DESIGN FOR FLY ASH BASED GEOPOLYMER CONCRETE

Valorization of non-conventional fly ashes in eco-efficient cements

ESTABLISHED TECHNIQUES OF ANALYSIS

Hydration Characteristics and Synthesis of Hauyne-Belite Cement as Low Temperature Sintering Cementitious Materials

ADVANCES IN QUANTITATIVE XRD ANALYSIS FOR CLINKER, CEMENTS, AND CEMENTITIOUS ADDITIONS

Strength Enhancement for Portland Limestone Cements

[Nikhitha, 4(9): September 2017] ISSN DOI /zenodo Impact Factor

Subject Index C , 16 C , 12 C , 110 C , , 32

IMPROVEMENT OF CONCRETE DURABILITY BY COMPLEX MINERAL SUPER-FINE POWDER

A study on cement mortars incorporating plain Portland cement (PPC), ground granulated blast-furnace slag (GGBFS) and basaltic pumice

Chapter IV Concrete Making Materials Admixtures

INTRODUCING FLY ASH INTO READY MIXED CONCRETE

CHAPTER 3 SCOPE AND OBJECTIVES OF THE PRESENT INVESTIGATION

High Volume Fly Ash Concrete Building with Blended Cement at Amethi

CEMGUARD TM FLY ASH. Lifeguard of Concrete Structures.

Admixtures in Concrete

TECHNOLOGICAL ADVANCEMENTS IN THE APPLICATION OF ALTERNATE RAW MATERIALS IN CEMENT MANUFACTURE - NCB'S EXPERIENCE

QUANTITATIVE IN-SITU X-RAY DIFFRACTION ANALYSIS OF EARLY HYDRATION OF PORTLAND CEMENT AT DEFINED TEMPERATURES

Concrete Technology. 1- Neville, AM and Brooks J.J." Concrete Technology" Second Edition, 2010.

Study of Environmentally Friendly Concrete Using Limestone Powder as an Admixture

Transcription:

Quality improvers for optimization of blended cements performances P.D Arcangelo 1, S.Bhome 2, M.Magistri 1 1 Mapei SpA, Milan, Italy 2 IBS - Innovative Building Solutions LLC, Dubai, UAE Abstract The use of mineral additions such as limestone, fly ash, slag, pozzolan in cement production is increasing year by year. On the other hand, it is well known that if the clinker content is reduced, cement performances can be affected, in terms of lower compressive strengths and workability. There is the need of technologies that allows higher amounts of secondary materials to be used, minimising the negative effect on cement quality. In this paper we describe in details the advantages that can be obtained by the use of cement additives in blended cements production, in terms of clinker and carbon dioxide emissions reduction and energy savings.

Introduction In 2011 global cement production worldwide has been reported to be close to 3.6 billion tons, with China accounting for about 57% of the total. Asia and Africa and Middle East cement production growth rate, although lower than expected, has been showing positive increase, while Europe and North America suffered due to the economic downturn [1]. Among this general figures, a closer glance to the type and characteristics of cement produced shows important differences. Cement production is reported to contribute about 5% to global anthropogenic carbon dioxide emissions [2], mainly related to clinker production (due to decarbonation of limestone and the use of fossil fuels in order to reach the elevated temperatures needed for clinkerisation process). Blended cements, in which part of the clinker is replaced by industrial or natural by-products, such as blast furnace slag, coal fly ash, natural volcanic pozzolan, limestone, play a key role in reduction of greenhouse gases emissions, but their use dates back to the origin of building materials, a long time before concerns for climate change started. The production and use of blended cements is strongly related to cultural and local availability of secondary cementitious materials. For example, European standards allow the addition of limestone up to 35% in cement composition, while in several countries (such as USA or Australia) the maximum content allowed is limited to 5-7%. In USA only a few percent of secondary mineral additions are used in cement production, leaving to concrete mix design the reduction of cement content. In Europe blended cements are widely used. In Italy, for example, limestone and pozzolan blended cements production accounts for more than 90% of the total, with 30% being cements with clinker content lower than 80% [3]. In Eastern Europe, due to the presence of developed steel industry, blast furnace slag cements are common. In the so-called fast growing economies the use of blended cements is mandatory, in order to sustain the growth of the building industry and limiting the environmental impact. For example, in India during the last ten years the cement production has been doubled, but the amount of OPC has not changed significantly: the increase is mainly due to new production of blended cements that now accounts for more than 60% of the total [4]. These trends reflect the general tendency of the cement industry to limit clinker production many years before the relative recent concerns about greenhouse gases emissions and climate change. Characteristics and performances of blended cements A blended cement is composed of Portland cement and one or more inorganic materials (so-called mineral additions or secondary cementitious products) that take part in the hydration reactions and give a substantial contribution to the hydration products. The definition includes materials with very different composition, chemical characteristics and effects on cement performances. A very general classification can be made by dividing in three categories [5]: - Pozzolanic materials, such as pozzolan and fly ash: rich in SiO 2 and low in CaO, when mixed with stoichiometric amounts of CaO (supplied in form of calcium hydroxide by clinker hydration) they develop C-S-H (calcium silicate hydrates). Secondary C-S-H gives a significant contribution of mechanical properties. - Latent hydraulic cements, such as blast furnace slag: their composition approaches Portland clinker (broadly is intermediate between OPC and

pozzolanic materials) and they act as hydraulic cements when activated, for example by calcium hydroxide and alkalis produced by clinker hydration. Also in this case, the secondary C-S-H originated by silicon and lime contained in the addition allow increases in the hydrated cement paste and gives a contribution to mechanical performances. - Fillers, such as limestone: they do not contain (or contain only a little) silicon, but their addition to Portland cement gives a contribution on early strengths thanks to a partly physical and partly chemical effect. Finely ground limestone act as a filler between clinker grains, and chemically it reacts with the aluminate phases and aluminium-containing hydration products giving a contribution to strengths [6]. Regardless of the secondary mineral addition, when clinker content is reduced, generally speaking a decrease in cement performances can be noticed. Figure 1 show the effect on compressive mechanical strengths when clinker content is substituted with slag [7]. Data are referred to a lab testing with the following procedure: - Reproduction of an OPC by grinding in lab ball mill (95% clinker with 5% gypsum, Blaine specific surface 4700 cm 2 /g). - Grinding of slag at 10±1% residual material through a 32 µm air jet sieve. - Blending of OPC and slag in different proportions. - Determination of compressive strengths according to European standard EN 196-1. In the graph, the strengths percent decrease with reference to the initial OPC (0% slag content) is reported in function of slag content. Figure 1: effect of clinker reduction and slag addition on compressive strengths

Results clearly show that the early strengths rapidly decrease even at low slag content, while at later ages higher substitutions (up to 20%) are possible without any particular difference. This is due to hydraulic properties of slag, that develop on the long run secondary C-S-H that substitute the clinker hydration products. When limestone is used as substitution of clinker, a strong reduction can be noticed on late strengths, not supported anymore by secondary C-S-H. Early strengths with limestone addition below 5% remain similar to OPC or are in some cases positively affected. This can be seen in Figure 2, that summarises lab data collected with the same procedure of slag cements, but using ground limestone. Figure 2: effect of clinker reduction and limestone addition on compressive strengths Improvement of blended cements performances Considering the effect of mineral addition increase on cement performances, it follows that the possibility of higher clinker substitution is directly related to the possibility of maintaining acceptable strengths values. One of the most promising technologies for blended cements production is related to the use of grinding aids. Cement grinding aids are process additives used during finish grinding in order to reduce cement pack set inside the mill and to increase production. Grinding aids act by coating the particles which cause agglomeration with a mono-molecular layer which neutralizes the surface electrical charges. This reduces significantly the energy needed to grind, allowing interesting reduction of the specific consumption (in terms of kwh/t) [8]. In the last years, cement grinding aids have faced an evolution, and nowadays we usually consider the use of performance enhancers: these can be viewed as products not only reducing the energy needed for cement grinding, but also improving the performances of cements, in terms of compressive strengths and workability. These products allow the cement producer to reduce the amount of clinker in the cement recipe, thus minimizing the environmental impact as well as saving energy and fuel.

Considering that different secondary mineral additions have different properties and effect during cement hydration, the problem of increasing their reactivity should be approached considering both cement and clinker chemistry, together with nature and amount of additions. Generally speaking, the main parameters that affect reactivity of mineral additions are the following: - Rate of calcium hydroxide (portlandite) production during tricalcium silicate hydration. This is particularly true with pozzolanic materials (fly ash, pozzolan, microsilica), that, having low amount of lime, relying on CaO supplied by Portland clinker. Latent hydraulic cements (such as slag) receive benefits from increased portlandite production, since this promotes formation of secondary C-S-H with silicon. - Rate of dissolution of mineral addition: the faster the secondary material supplies silicon or calcium to the pore water, the faster is the formation of secondary C-S-H. Dissolution rate is related to the ph of pore water, to the particle size distribution of addition and to the presence of chemicals that can promote the dissolution. A grinding aid intended to be used for improvement of blended cements performances should be designed and formulated in order to be active as accelerator of clinker hydration, allowing higher amounts of calcium hydroxide to be available for secondary materials activation. In addition, thanks to the reduction of cement packset during grinding and consequently to the reduction of energy required, higher fineness and better particle size distributions are possible, thus improving the dissolution rate of mineral additions. The following examples clarify the benefits given by grinding aids. Increasing calcium hydroxide production rate Several fly ash cements have been reproduced in lab ball mill by grinding the same composition (65% clinker, 5% gypsum, 30% fly ash) without any grinding aid (blank) and with different grinding aids. SiO 2 Al 2 O 3 Fe 2 O 3 CaO MgO Free CaO SO 3 Eq. Na 2 O Clinker 20.90 5.20 3.02 65.22 1.36 0.75 0,73 0,85 Fly ash 54.62 28.41 3.54 8.52 1.40-0.52 0.98 Table 1: Clinker and fly ash composition (% mass, expressed as oxides of main elements) C3S C2S C3A C4AF CaO 63.2 12.3 8.5 9.7 0.6 Table 2: Clinker mineralogical composition (% mass of main mineralogical phases)

A glycol based grinding aid has been used to check the effect of fineness increase, so the same grinding time - this means same energy consumption - has been maintained. Alkanolamine-based grinding aids and blends of alkanolamines/inorganic accelerator have been used in grinding with reduced grinding time - this means lower energy consumption - in order to have similar fineness and check the chemical effect on cement hydration. Details of clinker and fly ash used are reported in table 1 (chemical composition of slag and clinker according to X-Ray Fluorescence) and table 2 (clinker X-Ray Diffraction analysis with Rietveld refinement), while details on grinding aids used and fineness reached are reported in table 3. Cement Grinding aid Grinding time (min) 32 µm air jet residual FA CEM No GA (blank) 45 12.3 % FA CEM - 1 400 g/t glycol based grinding aid 45 7.4 % FA CEM - 2 FA CEM - 3 400 g/t alkanolamines based grinding aid 36 11.7 % 2000 g/t alkanolamines/inorganic accelerator based grinding aid 34 12.1 % Table 3: Fly ash cement activation Figure 3: Heat of hydration of fly ash cement ground with grinding aids The effect of grinding aids on cement hydration can be clearly evidenced by isothermal Calorimetry (TAM-Air Calorimetry, cement pastes w/c = 0.5, temperature

23 C) as reported in Figure 3. In comparison to blank cement, the use of grinding aids strongly increases the second peak of heat release, usually associated to hydration of tricalcium silicate. The higher calcium hydroxide released allows a better activation of fly ash, with consequent benefits in terms of compressive strengths that resulted proportional to total heat released (see figure 4). Higher compressive strengths allow the increase of secondary mineral addition in cement, thus reducing clinker content. Figure 4: 24 h compressive strengths of FA cements versus total heat release Conclusions The use of grinding aids in blended cements production represents probably the easiest way to improve the performances of blended cements. The effect of grinding aids is related to amelioration of fineness and particle size distribution and to the accelerated clinker hydration, allowing higher amounts of calcium hydroxide to be available for activation of mineral additions and consequently for higher mechanical properties.

References [1] Cembureau Acitivy Report 2011. Available on line at the following URL: http://www.cembureau.eu/activity-reports (accessed August 2012). [2] Worrell, E., Price, L., Martin, N., Hendriks, C., Ozawa Meida, L., 2001, Carbon Dioxide Emissions from the Global Cement Industry, Annu. Rev. Energy Environ., 2001, 26, pp. 303-329. [3] Relazione annuale 2011 AITEC, Associazione Italiana Tecnico Economica del Cemento. Available on line at the following URL: http://www.aitecweb.com/portals/0/pub/repository/area%20economica/pubbli cazioni%20aitec/relazione_annuale_2011.pdf (accessed August 2012). [4] India Cement Ltd., Indian Cement Industry trends. Available on line at: http://www.indiacements.co.in/trends.htm (accessed August 2012) [5] Taylor, H.F.W., 1993, Cement Chemistry, London, UK, Academic Press Ltd. [6] Matschei, T., Skapa, R., Lothembach, B., Glasser, F.P., 2007, The distribution of sulphate in hydrated Portland cement paste, International Congress on the Chemistry of Cement, Montreal. [7] Magistri, M., D Arcangelo, P., 2009 Clinker savings using additives, International Cement Review, February 2009 issue. [8] Sottili, L., Padovani, D., 2002 Effect of grinding aids in the cement industry, Petrocem, Saint Petersburg, Russian federation.