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CHAPTER 1
CONCRETE. RAW MATERIALS
L. Dvorkin and O.Dvorkin
1.1. Concrete. General
Concrete can be classified as composite material and that is a combination of different components which improve their performance properties.
In general case binder component which can be in hard crystalline or amorphous state is considered as the matrix of composite material.
In concrete matrix phase the grains of aggregates (dispersed phase) are uniformly distributed.
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Concrete classification
Classification indication
Types of binders
Density
Types of aggregates
Size of aggregates Workability of concrete mixtures Porosity of concrete
Typical properties
Exploitation purpose
Types of concrete
Cement, Gypsum, Lime, Slag-alkaline, Polymer, Polymer-cement
Normal-weight, High-weight, Light-weight
Normal-weight, Heavy-weight, Light-weight,Inorganic, Organic
Coarse, Fine
Stiff and Plastic consistency
High-density, Low-density, Cellular
High-strength, Resistance to action of acids or alkalis, Sulfate resistance, Rapid hardening, Decorativeness
Structural concrete, Concrete for road and hydrotechnical construction, Concrete for thermal isolation, Radiation-
protective concrete, White and Coloured concrete
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1.2. Binders. Classification. Nature of binding properties
Concrete can be produced on the basis of all types of glues which have adhesion to the aggregates and ability for hardening and strength development.
Organic glues
Organic –
mineral glues
Inorganic glues
Solutions,
pastes
Pastes
Solutions,
bond
Molten Pastes materials,
solders
Binding and production of composite materials
Fig.1.1. Types of adhesives
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Periodicity of chemical compounds binding properties
Oxide of chemical element BeO MgO CaO ZnO SrO CdO
BaO
Al2O3 SiO2
-- ---- --
++ ++ -- --++ ++ -- --
++ ++
Oxide
Fe2O3 Cr2O3 Mn2O3 GeO2 SnO2
- - - - --- - - - -
++ ++ ++ ++ ++ -- -- - - -
++ + + + + - - - - -
++ ++ ++ ++ ++
Note: fixed (++) and predicted (+) existence of binding properties; fixed (--) and foreseen (-) absence of binding properties.
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