In the most general sense of the word, cement is a binder, a substance which sets and hardens independently, and can bind
other materials together. The name "cement" goes back to the Romans who used the term "opus caementitium" to describe masonry
which resembled concrete and was made from crushed rock with burnt lime as binder. The volcanic ash and pulverized brick
additives which were added to the burnt lime to obtain a hydraulic binder were later referred to as cementum, cimentum, cäment
and cement. Cements used in construction are characterized as hydraulic or non-hydraulic.
The most important use of cement is the production of mortar and concrete - the bonding of natural or artificial aggregates to form a strong building material which is durable
in the face of normal environmental effects.
Hydraulic cements
Hydraulic cements are materials which set and harden after combining with water, as a result of chemical reactions
with the mixing water and, after hardening, retain strength and stability even under water. The key requirement for this is that
the hydrates formed on immediate reaction with water are essentially insoluble in water. Most construction cements today are
hydraulic, and most of these are based upon Portland cement, which is made
primarily from limestone, certain clay minerals, and
gypsum, in a high temperature process that drives off carbon
dioxide and chemically combines the primary ingredients into new compounds. Non-hydraulic cements include such materials
as (non-hydraulic) lime and gypsum plasters, which must be kept dry in order to gain strength, and oxychloride cements which have
liquid components. Lime mortars, for example, "set" only by drying out, and gain strength only very slowly by absorption of
carbon dioxide from the atmosphere to re-form calcium carbonate.
Setting and hardening of hydraulic cements is caused by the formation of water-containing compounds, forming as a result of
reactions between cement components and water. The reaction and the reaction products are referred to as hydration and hydrates
or hydrate phases, respectively. As a result of the immediately starting reactions, a stiffening can be observed which is very
small in the beginning, but which increases with time. After reaching a certain level, this point in time is referred to as the
start of setting. The consecutive further consolidation is called setting, after which the phase of hardening begins. The
compressive strength of the material then grows steadily, over a period which ranges from a few days in the case of
"ultra-rapid-hardening" cements, to several years in the case of ordinary cements.
History
Early uses
The earliest construction cements are as old as construction[1], and were non-hydraulic. Wherever primitive mud bricks were used, they were bedded together with a
thin layer of clay slurry. Mud-based materials were also used for rendering on the walls of timber or wattle and daub structures. Lime was probably used for the first
time as an additive in these renders, and for stabilizing mud floors. A "daub" consisting of mud, cow dung and lime produces a
tough and water-proof coating, due to coagulation, by the lime, of proteins in the cow dung. This simple system was common in
Europe until quite recent times. With the advent of fired bricks, and their use in larger structures, various cultures started to
experiment with higher-strength mortars based on bitumen (in Mesopotamia), gypsum (in Egypt) and lime (in many parts of the
world).
It is uncertain where it was first discovered that a combination of hydrated non-hydraulic lime and a pozzolan produces a hydraulic mixture, but concrete made from such mixtures was first used on a large scale by
the Romans. They used both natural pozzolans (trass or pumice) and
artificial pozzolans (ground brick or pottery) in these concretes. Many excellent examples of structures made from these
concretes are still standing, notably the huge monolithic dome of the Pantheon in Rome.
The use of structural concrete disappeared in medieval Europe, although weak pozzolanic concretes continued to be used as a core
fill in stone walls and columns.
Modern cement
Modern hydraulic cements began to be developed from the start of the Industrial Revolution (around 1700), driven by three main
needs:
- Hydraulic renders for finishing brick buildings in wet climates
- Hydraulic mortars for masonry construction of harbor works etc, in contact with sea water.
- Development of strong concretes.
In Britain particularly, good quality building stone became ever more expensive during a period of rapid growth, and it became
a common practice to construct prestige buildings from the new industrial bricks, and to finish them with a stucco to imitate stone. Hydraulic limes were favored for this, but the need for a fast set time encouraged the
development of new cements. Most famous among these was Parker's "Roman cement"[2]. This was developed by James Parker in the 1780s, and finally patented in 1796. It was, in fact, nothing like any
material used by the Romans, but was a "Natural cement" made by burning septaria - nodules that are found in certain clay
deposits, and that contain both clay minerals and calcium carbonate. The burnt nodules were ground to a fine powder. This
product, made into a mortar with sand, set in 5-15 minutes. The success of "Roman Cement" led other manufacturers to develop
rival products by burning artificial mixtures of clay and chalk.
John Smeaton made an important contribution to the development of cements when he was
planning the construction of the third Eddystone Lighthouse (1755-9) in the English
Channel. He needed a hydraulic mortar that would set and develop some strength in the twelve hour period between successive high
tides. He performed an exhaustive market research on the available hydraulic limes, visiting their production sites, and noted
that the "hydraulicity" of the lime was directly related to the clay content of the limestone from which it was made. Smeaton was
a civil engineer by profession, and took the idea no further. Apparently unaware of
Smeaton's work, the same principle was identified by Louis Vicat in the first decade of the
nineteenth century. Vicat went on to devise a method of combining chalk and clay into an intimate mixture, and, burning this,
produced an "artificial cement" in 1817. James Frost[3], working in Britain, produced what he called "British cement" in a similar
manner around the same time, but did not obtain a patent until 1822. In 1824, Joseph
Aspdin patented a similar material, which he called Portland cement, because the render made from it was in color similar
to the prestigious Portland stone.
All the above products could not compete with lime/pozzolan concretes because of fast-setting (giving insufficient time for
placement) and low early strengths (requiring a delay of many weeks before formwork could be removed). Hydraulic limes, "natural"
cements and "artificial" cements all rely upon their belite content for strength development.
Belite develops strength slowly. Because they were burned at temperatures below 1250 °C, they contained no alite, which is responsible for early strength in modern cements. The first cement to consistently contain alite
was that made by Joseph Aspdin's son William in the early 1840s. This was what we call
today "modern" Portland cement. Because of the air of mystery with which William Aspdin surrounded his product, others (e.g.
Vicat and I C Johnson) have claimed precedence in this invention, but recent
analysis[4] of both his concrete and raw cement have shown
that William Aspdin's product made at Northfleet, Kent was a true alite-based cement. However, Aspdin's methods were
"rule-of-thumb": Vicat is responsible for establishing the chemical basis of these cements, and Johnson established the
importance of sintering the mix in the kiln.
William Aspdin's innovation was counter-intuitive for manufacturers of "artificial cements", because they required more lime
in the mix (a problem for his father), because they required a much higher kiln temperature (and therefore more fuel) and because
the resulting clinker was very hard and rapidly wore down the millstones which were the only available grinding technology of the
time. Manufacturing costs were therefore considerably higher, but the product set reasonably slowly and developed strength
quickly, thus opening up a market for use in concrete. The use of concrete in construction grew rapidly from 1850 onwards, and
was soon the dominant use for cements. Thus Portland cement began its predominant role.
Types of modern cement
Portland cement
-
Cement is made by heating limestone with small quantities of other materials (such as clay) to 1450°C in a kiln. The resulting
hard substance, called ‘clinker’, is then ground with a small amount of gypsum into a powder to make ‘Ordinary Portland Cement’,
the most commonly used type of cement (often referred to as OPC).
Portland cement is a basic ingredient of concrete, mortar and most non-speciality grout. The most common use for Portland
cement is in the production of concrete. Concrete is a composite material consisting of aggregate (gravel and sand), cement, and water. As a construction material, concrete can be cast
in almost any shape desired, and once hardened, can become a structural (load bearing) element. Portland cement may be gray or
white.
For details of the manufacture of Portland cement, see the main article.
Portland cement blends
These are often available as inter-ground mixtures from cement manufacturers, but similar formulations are often also mixed
from the ground components at the concrete mixing plant.[5]
Portland Blastfurnace Cement contains up to 70% ground
granulated blast furnace slag, with the rest Portland clinker and a little gypsum. All compositions produce high ultimate
strength, but as slag content is increased, early strength is reduced, while sulfate resistance increases and heat evolution
diminishes. Used as an economic alternative to Portland sulfate-resisting and low-heat cements.[6]
Portland Flyash Cement contains up to 30% fly ash. The flyash is pozzolanic, so that
ultimate strength is maintained. Because flyash addition allows a lower concrete water content, early strength can also be
maintained. Where good quality cheap flyash is available, this can be an economic alternative to ordinary Portland
cement.[7]
Portland Pozzolan Cement includes fly ash cement, since fly ash is a pozzolan, but also includes cements made from
other natural or artificial pozzolans. In countries where volcanic ashes are available (e.g. Italy, Chile, Mexico, the
Philippines) these cements are often the most common form in use.
Portland Silica Fume cement. Addition of silica fume can yield exceptionally high
strengths, and cements containing 5-20% silica fume are occasionally produced. However, silica fume is more usually added to
Portland cement at the concrete mixer.[8]
Masonry Cements are used for preparing bricklaying mortars and
stuccos, and must not be used in concrete. They are usually complex proprietary formulations
containing Portland clinker and a number of other ingredients that may include limestone, hydrated lime, air entrainers,
retarders, waterproofers and coloring agents. They are formulated to yield workable mortars that allow rapid and consistent
masonry work. Subtle variations of Masonry cement in the US are Plastic Cements and Stucco Cements. These are designed to produce
controlled bond with masonry blocks.
Expansive Cements contain, in addition to Portland clinker, expansive clinkers (usually sulfoaluminate clinkers), and
are designed to offset the effects of drying shrinkage that is normally encountered with hydraulic cements. This allows large
floor slabs (up to 60 m square) to be prepared without contraction joints.
White blended cements may be made using white clinker and white supplementary materials such as high-purity
metakaolin.
Colored cements are used for decorative purposes. In some standards, the addition of pigments to produce "colored
Portland cement" is allowed. In other standards (e.g. ASTM), pigments are not allowed constituents of Portland cement, and
colored cements are sold as "blended hydraulic cements".
Non-Portland hydraulic cements
Pozzolan-lime cements. Mixtures of ground pozzolan and lime are the cements used by
the Romans, and are to be found in Roman structures still standing (e.g. the Pantheon in Rome). They develop strength slowly, but
their ultimate strength can be very high. The hydration products that produce strength are essentially the same as those produced
by Portland cement.
Slag-lime cements. Ground granulated blast furnace slag
is not hydraulic on its own, but is “activated” by addition of alkalis, most economically using lime. They are similar to
pozzolan lime cements in their properties. Only granulated slag (i.e. water-quenched, glassy slag) is effective as a cement
component.
Supersulfated cements. These contain about 80% ground granulated blast furnace slag, 15% gypsum or anhydrite and a
little Portland clinker or lime as an activator. They produce strength by formation of ettringite, with strength growth similar to a slow Portland cement. They exhibit good resistance to
aggressive agents, including sulfate.
Calcium aluminate cements are hydraulic cements made primarily from
limestone and bauxite. The active ingredients are monocalcium aluminate CaAl2O4 (CA in Cement chemist notation) and Mayenite Ca12Al14O33
(C12A7 in CCN). Strength forms by hydration to calcium aluminate hydrates. They are well-adapted for use in
refractory (high-temperature resistant) concretes, e.g. for furnace linings.
Calcium sulfoaluminate cements are made from clinkers that include ye’elimite
(Ca4(AlO2)6SO4 or C4A3
in Cement chemist’s notation) as a primary phase. They are used in expansive cements, in ultra-high
early strength cements, and in "low-energy" cements. Hydration produces ettringite, and specialized physical properties (such as
expansion or rapid reaction) are obtained by adjustment of the availability of calcium and sulfate ions. Their use as a
low-energy alternative to Portland cement has been pioneered in China, where several million tonnes per year are produced[9][10]. Energy requirements are lower because of the lower kiln temperatures required for reaction, and the
lower amount of limestone (which must be endothermically decarbonated) in the mix. In addition, the lower limestone content and
lower fuel consumption leads to a CO2 emission around half that associated with Portland clinker. However,
SO2 emissions are usually significantly higher.
“Natural” Cements correspond to certain cements of the pre-Portland era, produced by burning argillaceous limestones at
moderate temperatures. The level of clay components in the limestone (around 30-35%) is such that large amounts of belite (the
low-early strength, high-late strength mineral in Portland cement) are formed without the formation of excessive amounts free
lime. As with any natural material, such cements have very variable properties.
Geopolymer cements are made from mixtures of water-soluble alkali metal silicates
and aluminosilicate mineral powders such as fly ash and metakaolin.
Environmental & social impacts
Cement manufacture causes environmental impacts at all stages of the process. These include emissions of airborne pollution in
the form of dust, gases, noise and vibration when operating machinery and during blasting in quarries, and damage to countryside from quarrying. Equipment to reduce dust emissions during quarrying and
manufacture of cement is widely used, and equipment to trap and separate exhaust gases are coming into increased use.
Environmental protection also includes the re-integration of quarries into the countryside after they have been closed down by
returning them to nature or re-cultivating them.
Climate
Cement manufacture is an energy intensive process. Consuming energy from fossil fuels such as oil and coal creates carbon
dioxide (CO2), the most important Greenhouse Gas (GHG) causing climate change. The cement industry produces 5% of global man-made
CO2 emissions, of which 50% is from the chemical process, and 40% from burning fuel.[11]
Fuels & raw materials
A cement plant consumes 3,000 to 6,500 MJ of fuel per tonne of clinker produced, depending on the raw materials and the
process used. Most cement kilns today use coal and petroleum coke as primary fuels, and to a lesser extent natural gas and fuel
oil. Selected waste and by-products with recoverable calorific value can be used as fuels in a cement kiln, replacing a portion
of conventional fossil fuels, like coal, if they meet strict specifications. Selected waste and by-products containing useful
minerals such as calcium, silica, alumina, and iron can be used as raw materials in the kiln, replacing raw materials such as
clay, shale, and limestone. Because some materials have both useful mineral content and recoverable calorific value, the
distinction between alternative fuels and raw materials is not always clear. For example, sewage sludge has a low but significant
calorific value, and burns to give ash containing minerals useful in the clinker matrix. [12]
Local impacts
Producing cement has significant positive and negative impacts at a local level. On the positive side, the cement industry may
create employment and business opportunities for local people, particularly in remote locations in developing countries where
there are few other opportunities for economic development. Negative impacts include disturbance to the landscape, dust and
noise, and disruption to local biodiversity from quarrying limestone (the raw material for cement).
Cement business
In 2002 the world production of hydraulic cement was 1,800 million metric tons. The top three producers were China with 704,
India with 100, and the United States with 91 million metric tons for a combined total of about half the world total by the
world's three most populous states. [13]
"For the past 18 years, China consistently has produced more cement than any other country in the world. [...] China's cement
export peaked in 1994 with 11 million tons shipped out and has been in steady decline ever since. Only 5.18 million tons were
exported out of China in 2002. Offered at $34 a ton, Chinese cement is pricing itself out of the market as Thailand is asking as
little as $20 for the same quality." [14]
"Demand for cement in China is expected to advance 5.4% annually and exceed 1 billion metric tons in 2008, driven by slowing
but healthy growth in construction expenditures. Cement consumed in China will amount to 44% of global demand, and China will
remain the world's largest national consumer of cement by a large margin." [15]
In 2006 is was estimated that China manufactured 1.235 billion metric tons of cement, which is 44% of the world total cement
production.[16]
See also
External links
Literature
- Friedrich W. Locher: Cement : Principles of production and use, Duesseldorf, Germany: Verlag Bau + Technik GmbH,
2006, ISBN 3-7640-0420-7
- Javed I. Bhatty, F. MacGregor Miller, Steven H. Kosmatka; editors: Innovations in Portland Cement Manufacturing,
SP400, Portland Cement Association, Skokie, Illinois, USA, 2004, ISBN 0-89312-234-3
- A. M. Neville Properties of Concrete: 4th Ed, Wiley, 1996, ISBN 0-582-23070-5
References
- ^ P. C. Hewlett (Ed)Lea's Chemistry of Cement and Concrete: 4th Ed,
Arnold, 1998, ISBN 0-340-56589-6, Chapter 1
- ^ A J Francis, The Cement Industry 1796-1914: A History, David &
Charles, 1977, ISBN 0-7153-7386-2, Ch 2
- ^ Francis op. cit., Ch 5
- ^ Hewlett op. cit., Ch 1
- ^ Kosmatka, S.H.; Panarese, W.C.
(1988). Design and Control of Concrete Mixtures. Skokie, IL, USA: Portland Cement Association, pp. 17, 42, 70, 184. ISBN
0-89312-087-1.
- ^ U.S. Federal Highway
Administration. Ground Granulated Blast-Furnace Slag. Retrieved on 2007-01-24.
- ^ U.S. Federal Highway
Administration. Fly Ash. Retrieved on 2007-01-24.
- ^ U.S. Federal Highway
Administration. Silica Fume. Retrieved on 2007-01-24.
- ^ G C Bye, Portland Cement 2nd Ed, Thomas Telford, 1999, ISBN
07277-2766-4, pp 206-8
- ^ L Zhang, M Su, Y Wang, Development of the use of sulfo- and
ferroaluminate cements in China in Adv. Cem. Res. 11 No1, pp 15-21
- ^ The Cement Sustainability
Initiative: Progress report, [[World Business Council for Sustainable Development], published 2002-06-01
- ^ Guidelines for the
Selection and Use of Fuels and Raw Materials in the Cement Manufacturing Process, World Business Council for Sustainable Development, published
2005-06-01
- ^ http://www.indexmundi.com/en/commodities/minerals/cement/cement_table23.html
- ^ http://www.atimes.com/atimes/China/FA07Ad02.html Asia Times Jan 7, 2004
- ^ http://cementamericas.com/mag/cement_chinas_cement_demand/ Nov 1, 2004
- ^
This entry is from Wikipedia, the leading user-contributed encyclopedia. It may not have been reviewed by professional editors (see full disclaimer)