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46

CONSTRUCTION WORLD

AUGUST

2016

PRECAST

Turner & Townsend, appointed by

Bombela Concession Company

(BCC) as project managers, adjudi-

cated Stefanutti Stocks Civils as the

preferred contractor, whereafter BCC awarded

the construction contract to Stefanutti

Stocks. Work on site started in July 2015, and

the completed platform was handed over in

May 2016.

The scope of work undertaken by Stefa-

nutti Stocks Civils included the design and

construction of the entire station extension

and all associated works. This included

the modification of existing infrastructure

to accommodate the new installation; the

installation of precast struts; the manufac-

ture and installation of precast slabs and

balustrade walls; the manufacture and instal-

lation of a new steel roof canopy with fire

escape staircases; and all platform finishes

on completion.

The precast concrete elements included

5 ton struts and 20 ton slabs and balustrade

walls, which were manufactured off-site.

Prior to the installation of these precast

struts and slabs, the existing parapet walls

were saw cut using a diamond rope-and-

blade cutting system.

The project included a number of unique

and interesting aspects, both in terms of

constructability and the technology required

to achieve the necessary construction.

Not only did the entire installation of the

platform extension take place at a height of

18 metres above ground level, it was also the

first time that an upgrade to the Gautrain

station has been undertaken, while train

operations continued as normal.

“Our collaborative brainstorming and

feasibility studies resulted in innovative

ways to execute temporary works,” says Glen

Deyzel, Stefanutti Stocks Civils contracts

manager for the project.

“We had to consider an installation

methodology that would allow us to achieve

our best production and address all safety,

environmental and construction risks.”

Risk considerations included the project

prerequisite that the trains were to remain

operational at all times. Furthermore, the

access road, directly above which construc-

tion took place, also needed to remain

operational at all times, as it was an airport

entry point.

The confined working area as well as

the weight of the precast elements that

were assembled to build the platform

required the use of what is said to be the

largest tower crane in Africa. This crane

was utilised at the platform extension at a

capacity of 26,1 tons at a radius of 40 metres.

This crane has a maximum capacity of

10 tons at a radius of 82,6-metres.

Gautrain platform extended with

PRECAST ELEMENTS

By Chrissi Maria

The Gautrain Station at the OR Tambo International Airport

(ORTIA) has recently been extended by 55 metres in order

to accommodate a further two Gautrain carriages and bring

the station capacity up to a full four-car train set.

“When planning this project we had to

address multiple challenges including our

proximity to people, airport traffic, live trains,

the adjacent hotel – and of course we had to

consider all these when planning access to

do the work,” says Stefanutti Stocks Civils’

contracts director, Mike Stevenson.

“We considered erecting a gantry from

which we could pick up the precasts and

lower them into place, however we would

have been snookered on the southern side,

due to the hotel and the through road.”

Interesting aspects of the

project

• A protection deck, consisting of a girder

system that spanned the 18-metre

wide main access road into the airport,

was designed and constructed prior to

work being allowed to commence over

vehicular traffic.

• The demolition activities had to be

undertaking in a way that reduced

environmental impact in terms of

excessive noise and dust pollution.

In particular noise levels, if not

controlled, can prove very disruptive, to

guest in the airport hotels and customers

using the Gautrain.

• To accommodate the increased loading of

the structure the struts were transversely

post-tensioned and the existing viaduct

was longitudinally tensioned.

• A new 68-ton steel roof canopy was

manufactured and installed.

• The construction method had to take into

consideration the mere 150 mm distance

between the southern side and the

adjacent multi-storey City Lodge carpark.

“The key to the success of this project

included a professional team and good plan-

ning that started from the conception phase

of the project,” concludes Deyzel. “Our site

motto was to ‘do it right the first time’, and

by setting ourselves realistic goals, we were

successful in achieving them.”

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