
The quality and reliability of Makita could be yours with this three-mode combination, 26 mm (1 inch), 8000 watt hammer drill. The HR2610 delivers up to 4600 impacts per minute, with capacities from 13-32 mm, depending on the drilling material. Weighing just 2.9 kg, the HR2610 comes with a side grip and depth chuck; its RRP is $469 plus GST.

To go in the draw, answer this question correctly:
What is the HR2610's capacity for drilling concrete?
Hint: visit www.makita.co.nz
Entry form here »
Entries close 8 June 2012. The winners will be notified by email, and announced in the June/July 2012 edition
The absorbing facts about concrete and CO2
By Patrick McGuire – Cement & Concrete Association of New Zealand (CCANZ)
An important issue
often overlooked in
the sustainabi lity
debate is the absorption of
carbon dioxide (CO2) from
the atmosphere by concrete
and other cementitious
materials.
Concrete technology
ascribes the term ‘carbonation’
to this mechanism.
Research into carbonation
has been ongoing for
decades. However, in light
of growing concern over
greenhouse gases and
climate change this research
has taken on a new
emphasis. As a result, it is
emerging that concrete is
being unfairly blamed for
a larger share of CO2 emissions
than is warranted.
The carbonation of
concrete is the reaction
between atmospheric CO2
and calcium oxide, which is
an alkaline present in hardened
concrete. The product
of this reaction is calcium
carbonate, which is of the
same chemical composition
as a primary raw ingredient
of cement – limestone.
Only ten-15 per cent of
the concrete mix is cement.
The manufacture of one
tonne of cement typically
generates approximately
0.85 tonnes of direct CO2
emissions. Some 40 per cent
of this is from the fuel used,
and around 60 per cent is
from the thermal process
that occurs in the cement
kiln, known as calcination.
Emissions of CO2 associated
with calcination are
not only distinct in terms
of the process that generates
them, they are also partly
reversible through the carbonation
process.
Structural concrete is
generally designed to limit
any carbonation to the surface
layer, helping to prevent
corrosion of the embedded
steel reinforcement. There
is, however, a greater degree
of carbonation at the end
of concrete’s structural life
when it is typically crushed
for reuse as an aggregate.
This results from the significant
increase in surface
area, allowing CO2 to be
more readily absorbed,
even when used in ground
works.
In low strength concrete
such as blocks, and cementitious
materials such
as mortar, carbonation is
much more rapid during
the service life, as CO2 can
permeate the material more
easily. This does not affect
durability because there is
no steel reinforcement.
Concrete roads and
pavement with significant
exposed surface area also
offer the potential for carbonation,
and the absorption
of CO2.
A study by the British
Cement Association shows
about a 20 per cent take
back of CO2 over the life
cycle of cement. In life-cycle
analysis it can be argued that
this significantly reduces
the impact of one tonne of
cement to approximately
0.65 tonnes of CO2.
This reduction is an average
based on the various
applications and markets
for cement and concrete in
the UK, and is an important
factor when considering the
environmental impact of
cementitious materials.
Furthermore, a recent
Nordic R&D project has
examined carbonation in
some detail.1 As part of their
research, the carbonation of
a number of concretes was
examined under laboratory
conditions. They found that
up to 60 – 80 per cent of the
CO2 associated with calcination
has the potential to
be chemically reabsorbed by
certain concrete mixes.
While the carbonation
process cannot be said to
diminish CO2 emissions
resulting from cement
manufacture (the main
contributor to the embodied
CO2 in concrete), when
viewed in terms of life-cycle
analysis it will ultimately
reduce its environmental
impact.
There is currently a lack
of data surrounding the
carbonation capacity of
demolished and crushed
concrete in a New Zealand
setting. However, preliminary
research recently
undertaken by CCANZ and
Holcim (NZ) Ltd, suggests
that carbonation is occurring
here at a similar rate to
that measured in Europe.
Tests on samples of historic
crushed concrete from
Auckland and Christchurch
locations show that carbonation
increases with
the age of concrete. CO2
uptake is at its highest when
fresh concrete surfaces are
exposed to the atmosphere
and reduces with time.
Further research conducted
by CCANZ and
industry partners will focus
on the optimal conditions
for carbonation, and gain a
better understanding of the
timeframes over which it
takes place.
The ability of concrete
to absorb CO2 highlights
the huge importance of
conducting a thorough lifecycle
analysis of construction
materials, in which
post-life applications of
recycled materials are taken
into account. Not to do so
leads to the overestimation
of CO2 emissions, and so
incorrectly influences material
selection.
At a time when New
Zealand has undergone the
worst net deforestation in its
modern history, it is crucial
to examine further whether
our concrete infrastructure
has the potential to be the
largest man-made carbon
sink.
1 Danish Technological Institute. www.danishtechnology. dk/building/14460