In what was perhaps the biggest diamond wire sawing operation
ever carried out in the UK, the building of a new
electricity power station involved the removal of nearly 1,500
tonnes of heavily reinforced concrete in thicknesses up to 2.4
m. Report by Martin Jennings.
In
the middle of 2006, ESB International (ESBI) announced an
agreement with Scottish & Southern Energy to build a major new
£400m gas-fired power station at Marchwood, near Southampton
in the UK. At full capacity the plant will be able to supply the
needs of up to one million homes.
Marchwood Power Limited was set up as the project company to
construct the 850 megawatt combined cycle gas turbine (CCGT)
power station. The facility is being built under a turnkey
Engineering Procurement Construction contract by a consortium of
Siemens pic and Siemens AG. Construction started early in 2007
and commercial operation is scheduled for 2009.
The plant is located on the site of the former power station in
the Marchwood Industrial Park. This location was selected
primarily because of its previous use as a power station,
offering efficient re-use of brownfield land rather than
development of a greenfield site.
Another key factor in choosing Marchwood was that it was possible
to utilise much of the existing infrastructure from the previous
power station. A significant example of this is utilising the
existing heavily reinforced concrete basement structure that
housed the old plant and machinery. Obviously, the interior
layout of this basement would have to be amended to suit the new
design, and Trant Construction Ltd, the appointed subcontractor
for the civil engineering works, decided to use diamond wire
sawing to remove unwanted sections of wall.
Hampshire Chasing Ltd,
based nearby was selected to carry out the wire sawing, which
involved the removal of 1,441 tonnes of heavily reinforced
concrete, arguably the biggest contract of its kind in the UK.
With a large cutting operation such as this, Hampshire Chasing's
MD, Steve Sorrell took personal control of the job. The close
proximity of the company's headquarters to Marchwood guaranteed
a quick response time to any request from Trant and was a key
factor in the work being carried out successfully.
Inner chamber walls were 770 mm thick and up to 12 m high,
whereas the outer sea wall was between 1.2 - 2.4 m thick, up to
4.85 m high and 15 m in length. In addition, this sea wall had
20 mm thick steel sheet piling which acted as a coffer dam. The
reinforcement bars were a maximum of 32 mm in diameter and
spaced as closely as 150 mm c/c.
Years ago, all of the old basement chambers had been backfilled
up to surface level and this surplus material had to be removed.
Rather than excavate it all at once,
it was agreed between Trant and Hampshire Chasing that
this removal would be carried out sequentially in depths of less
than 2 m which would enable the wire sawing to be undertaken
without the need for expensive and time consuming erection of
scaffolding. This meant, however, that Hampshire Chasing had to
liaise closely with Trant to ensure that the wire sawing was
completed within the minimum of time as the excavation
proceeded.
Hampshire Chasing
had two teams of men on standby ready to move in at short
notice, often working a 12 hour shift if necessary. The work had
to be carried out in the winter months in the most arduous of
conditions and often in very restricted working spaces. All
Hampshire Chasing's operatives had to have the necessary Health
& Safety qualifications to do this.
Two diamond wire saws were employed on the job, one for each
team. These were supplied by Hilti UK and the diamond coring
bits used to create holes for wire insertion were from Crewcut
Ltd. Work commenced in July 2007 and was completed on time in
January 2008.
The
wire saws were Hilti model WS 15 and the diamond wire was
Hilti's LC brand, which has 10.5 mm diameter diamond beads
spaced at 40 beads/m. The drill bits employed were Crewcut type
CCD3, which, like the Hilti diamond wire were specially
developed for cutting through heavily reinforced concrete such
as that encountered here. Typically, a team would saw up to 6 m2
in a day and the total cut area for the whole job was just over
650 m2.
The core holes needed for wire insertion were drilled in a time
of around 30 minutes for a typical 770 mm thick wall. The length
of wire used was 15 m, which achieved an average cutting rate of
0.75 m2/hr. Wire life averaged out at around 1.5 m2/mofwire.
Concrete sections were cut into roughly 12-15 tonne blocks and
lifted away for breaking down and removal from the site.
Thanks to a good working relationship between Trant and
Hampshire Chasing, notice, often working a 12 hour shift if
necessary. The work had to be carried out in the winter months
in the most arduous of conditions and often in very restricted
working spaces. All Hampshire Chasing's operatives had to have
the necessary Health & Safety qualifications to do this.
Two diamond wire saws were employed on the job, one for each
team. These were supplied by Hilti UK and the diamond coring
bits used to create holes for wire insertion were from Crewcut
Ltd. Work commenced in July 2007 and was completed on time in
January 2008.
The wire saws were Hilti model WS 15 and the diamond wire was
Hilti's LC brand, which has 10.5 mm diameter diamond beads
spaced at 40 beads/m. The drill bits employed were Crewcut type
CCD3, which, like the Hilti diamond wire were specially
developed for cutting through heavily reinforced concrete such
as that encountered here. Typically, a team would saw up to 6 m2
in a day and the total cut area for the whole job was just over
650 m2.
The core holes needed for wire insertion were drilled in a time
of around 30 minutes for a typical 770 mm thick wall. The length
of wire used was 15 m, which achieved an average cutting rate of
0.75 m2/hr. Wire life averaged out at around 1.5 m2/mofwire.
Concrete sections were cut into roughly 12-15 tonne blocks and
lifted away for breaking down and removal from the site.
Thanks
to a good working relationship between Trant and Hampshire
Chasing,
no major problems were encountered during the work. Even when
the concrete removal involved cutting through the 2.4 m thick
sea walls with 20 mm thick steel sheet metal piling, the diamond
wire saws coped easily.
This new development at Marchwood is a good example of the type
of modern facilities being developed by UK power companies,
which represent advanced generating technology in terms of high
operating efficiencies and low emissions. When it comes on
stream, Marchwood Power will operate at around 58% fuel
efficiency, compared to the 30%-35% efficiencies achieved in the
previous power station. In terms of diamond cutting technology
too, this project at Marchwood demonstrates the latest in the
state-of-the-art. Fifteen years or so ago, cutting through
concrete walls of this thickness could only have been carried
out by stitch drilling, a time consuming process which also
involved much making good of the concrete surface left behind.
The introduction of diamond wire sawing into concrete cutting
has enabled jobs such as this to be carried out much more
quickly and precisely, and, perhaps more importantly, more
economically.
In theory, there is no limit to the thickness of concrete that
can be cut, since the diamond wire sawing technique was
originally developed for the stone industry where diamond wire
lengths of up to 100 m are not uncommon. <*>
Contacts
www.crewcutdiamond.co.uk
www.hilti.co.uk
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