Self-compacting Concrete |
Self-compacting
concrete (SCC) has a higher fines content than conventional concrete due to a
higher binder content and a different particle size distribution curve. These
adjustments, combined with specially adapted super plasticizers, produce unique
fluidity and inherent compact ability. Self-compacting concrete opens up new
potential beyond conventional concrete applications:
·
Use with close meshed reinforcement
·
For complex geometric shapes
·
For slender components
·
Generally where compaction of the concrete is
difficult
·
For specifications requiring a homogeneous
concrete structure
·
or fast installation rates
·
To reduce noise (eliminate or reduce
vibration)
·
To reduce damage to health (“white knuckle”
syndrome)
Composition
· Aggregate
Smaller
maximum particle sizes of approx. 12 to 20 mm are preferable, but all
aggregates are possible in principle.
· Binder
content
Based on the
fines content, the following cement and aggregate contents can be determined,
dependent on the concrete quality required and the sands used.
· Water
content
The water
content in SCC depends on the concrete quality requirements and can be defined
as follows.
· Formwork
facing
The forms
for SCC must be clean and tight. The form pressures can be higher than for
normal vibrated concrete. The form pressure is dependent on the viscosity of
the concrete, the installation rate and the filling point. The full hydrostatic
pressure potential of the concrete should be used for the general formwork
design.
· Placing
method
Self-compacting
concrete is installed in the same way as conventional concrete. SCC must not be
freely discharged from a great height. The optimum flow potential and surface
appearance are obtained by filling the form. This can be achieved by using
tremie pipes etc.
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