Background Image
Previous Page  28 / 56 Next Page
Information
Show Menu
Previous Page 28 / 56 Next Page
Page Background

26

CONSTRUCTION WORLD

FEBRUARY

2015

PROJECTS AND CONTRACTS

Innovation

Transnet required that the old concrete paving broken out of the site be

recycled into the newproject. Murray & Roberts Infrastructure proposed

crushing this material to produce a G5 foundation aggregate to be used

as the supporting structure in the new pavement design whereupon

the new concrete paving would be laid. This strategy allowed either

company to maintain its sustainability and acceptable risk profile.

In addition Murray & Roberts Infrastructure presented two innova-

tive concrete designs. In addition to the high volume pulverised flue

ash concrete (HVPAC) design, a several slabs of geopolymer concrete

were poured for Transnet Capital Projects for long term evaluation at

City Deep, a first for South Africa.

Geopolymer concrete

Geopolymers are a type of inorganic polymer that can be formed at

room temperature by using industrial waste or by-products as source

materials to form a solid binder that looks like and performs a similar

function to Portland cement. Geopolymer binders can be used in appli-

cations to fully or partially replace Portland cement with important

environmental, technical and often cost benefits, including an 80% to

90% reduction in CO

2

emissions and improved resistance to fire and

aggressive chemicals.

High volume pulverised fly ash concrete

The specification for the Transnet City Deep Container Terminal was a

maximum of 35% Pulverised Fly Ash (PFA) replacement. This is consid-

ered a high replacement of clinker/cement. The concrete used on this

project used approximately 63% to 70% replacement of raw milled

clinker with siliceous PFA, almost double to the maximum specified

limit on most construction projects.

Through the deeper understanding of advanced re-crystallisation

(ARC) technology attained at the Murray & Roberts’ Concrete Centre of

Excellence (CCE), Murray & Roberts Infrastructure understood the capa-

bilities and limitations of high volume PFA substitution.

Time and costs

Murray & Roberts Infrastructure broke up and reused about 86% of

the old worn concrete pavements at the City Deep Container Terminal,

RE-USED

in extensive upgrade

Murray & Roberts Infrastructure was awarded

a construction contract by Transnet Capital

Projects for new concrete paving, civil services

and electric lighting at its City Deep Container

Terminal in Johannesburg, claimed to be

the largest dry or inland port in the world.

Transnet’s refurbishment vision for the City Deep

Terminal fitted Murray & Roberts Infrastructure

to a tee from the outset.

MATERIAL

Murray & Roberts Infrastructure as part of the Construction

Platform is a civils, roads and bulk earthworks contractor.

As such its primary input materials into its products include

cement, flue ash, aggregates, soil and water. Increasingly

these input materials have either legal or financial restrictions placed

upon them. As an added restriction, not all projects have these mate-

rials, in quantity and quality, readily available from close markets.

Finally an ever increasing number of clients who have Brownfield sites

(existing but aged facilities) require Murray & Roberts Infrastructure to

find innovative ways to recover used materials and feed them into the

new product.

As such Murray & Roberts Infrastructure and Murrays & Roberts

Buildings, which have similar challenges with regard to green build-

ings, have been developing innovative products at its Concrete Centre

of Excellence (CCE) over the past few years that use large quantities

of recycled product at exacting quality and performance standards.

The major challenge has been to show clients that recycled materials

are not substandard and will meet quality criteria and cost.

Scope

The specific scope of the City Deep Container Terminal project required

the demolition and removal of +/-144 000 m

2

of existing concrete

floor (250 mm thick), a 100 mm stabilised floor and 350 mm of on-site

mine sand. This was then replaced with 300 mm of new layer works

(150 mm G5 and 150 mm G3) and a 450 mm concrete pavement. The

original job specification required the reuse of about 10 600 m

3

of old

concrete as G5 for layerworks, after breaking it out and crushing it to

a G5 specification. The remainder of the 25 400 m

3

generated from the

demolition as well as the 64 800 m

3

(on site mine sand and stabilised

layer) would then be disposed of at various landfill sites in the area.

However, this was amended with the permission of Transnet, with

the remaining 25 400 m

3

of removed old concrete and 64 800 m

3

of

layer works combined to be reused wherever possible on site (layer

works, backfill around structures) with an approved G5 classification.

The remainder would be sold as a commercial G5 for reuse on other

projects. In total 140 000 t of material was crushed to a G5 specifica-

tion. Of that, 60 000 t was used on site while the remaining 80 000 t was

sold for reuse as a commercial G5.

>