Concrete
Completion requirements
Concrete is an artificial stone resulting from hardening of a rationally chosen mixture of:
•binding
material,
•water
•aggregate
(sand
and crushed stone or gravel).
•
•The mixture
of these materials before it hardens is called concrete
mix.
•
•Particles
of
sand and crushed stone form a stone carcass in concrete.
•
•When cement
paste hardens, it binds the aggregate into an artificial
stone, or concrete.
•
•Concrete
combined
with steel reinforcement is called reinforced
concrete.
Concrete
Concrete is an artificial stone resulting from hardening of a rationally chosen mixture of:
•binding
material,
•water
•aggregate
(sand
and crushed stone or gravel).
•
•The mixture
of these materials before it hardens is called concrete
mix.
•
•Particles
of
sand and crushed stone form a stone carcass in concrete.
•
•When cement
paste hardens, it binds the aggregate into an artificial
stone, or concrete.
•
•Concrete
combined
with steel reinforcement is called reinforced
concrete.
Concrete is one of the major building materials in all branches of modern construction, which is due (обусловлено) to the reasons given below:
•
•possibility
of controlling the properties of concrete within a wide range by using
appropriate (соответствующих) ingredients
and by special mechanical, physical and chemical processing techniques;
•
•possibility
of a complete mechanization of concrete preparation and placing processes;
•
•economical
efficiency (экономичностью
бетона)
of
concrete, since 80 to 90% of its volume are occupied by aggregates from local
stone materials.
By the maximum size of aggregate, concretes are subdivided into:
•fine-grained
(мелкозернисытый)
varieties
with aggregates of up to 10 mm in site
•coarse
grained
(крупнозернисытый)
varieties, the maximum size of aggregates ranging from 10 to 150 mm.
•
•Strength
and durability
are
major characteristics of the quality of concretes.
•By
compressive strength, concretes fall into a number of
grades.
•Heavy
concretes have strength grades between 100 and 600,
•lightweight
ones, between 25 and 300,
•extra-heavy
ones, from 100 to 200.
•
•Durability
of concretes is evaluated in terms of their frost resistance. By this
characteristic, concretes are subdivided into grades:
•heavy
concretes, from 50 to 300;
•lightweight
concretes, from 10 to 200.
According to the kind of binding material, concretes are available in the following varieties:
•cement
concretes manufactured
from hydraulic binding materials,
such as portland
cement and its varieties;
•lime-sand
concretes,
from lime binders in
combination with silicate or aluminate compounds;
•gypsum
concretes,
from gypsum-anhydride binding materials;
concrete from organic binding materials.
•
•Heavy
concrete is
manufactured from cement and common dense aggregates,
•Lightweight
concrete,
from cement and natural or artificial porous aggregates.
•A
variety of lightweight concrete is cellular
concrete
which is a hardened mixture of a binding material, water, line silicate
component and pore-forming agent.
•Lime-sand
concretes are
obtained by mixing lime and quartz sand and subsequently hardening moulded
items in autoclaves at pressures between 0.8 and 1.2 MPa and
temperatures from 170 to 200°C.
By application, concretes are divided into the following kinds:
•
•common,
for concrete and reinforced concrete supporting elements of buildings and
installations (columns, beams, plates);
•
•hydraulic
engineering for dams, sluices, facing of channels, etc.(гидротехнические
для строительства дамб, шлюзов, облицовки каналов и т.д.);
•
•for
walls of buildings and light floors;
•
•for
floors and road surfaces and bases;
•
•for
special purposes, such as acid- and heat-resistant superheavy
concretes, the latter being for biological shielding; extra-heavy concretes
are manufactured from cement and special aggregates of high bulk density.
•Cement.
Heavy concretes are prepared from portland
cement, pla- sticized portland
cement, portland
cement with hydraulic admixtures, slag portland
cement, etc.
•
•The type
of cement is chosen according to the demands placed upon concrete (strength,
frost resistance, chemical stability, water impermeability, etc.).
•Concretes
are
classified according to the following main characteristics:
•bulk density,
•type of
binding material,
•strength,
•frost
resistance,
•application.
•
•By
their
bulk density
concretes are divided into:
•superheavy concretes with
a bulk density over 2500 kg/m3,
•heavy concretes with
a bulk density of 1800-2500 kg/m3,
•lightweight concretes with
a bulk density between 500 and 1800 kg/m3
•extra-lightweight
concretes (heat-insulation)
with a bulk density below 500 kg/m3.
By application, concretes are divided into the following kinds:
•
•common,
for concrete and reinforced concrete supporting elements of buildings and
installations (columns, beams, plates);
•
•hydraulic
engineering for dams, sluices, facing of channels, etc.(гидротехнические
для строительства дамб, шлюзов, облицовки каналов и т.д.);
•
•for
walls of buildings and light floors;
•
•for
floors and road surfaces and bases;
•
•for
special purposes, such as acid- and heat-resistant superheavy
concretes, the latter being for biological shielding; extra-heavy concretes
are manufactured from cement and special aggregates of high bulk density.