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28

CONSTRUCTION WORLD

SEPTEMBER

2016

PRESTRESSED SLABS

specified for security wall

PROJECTS AND CONTRACTS

Designed by Delta Built Envi-

ronment Consultants in close

collaboration with leading

prestressed hollow-core concrete

slab manufacturer, Topfloor, the wall is being

erected by KP Construction, the project’s

main contractor.

According to Topfloor director, Wessel

Prinsloo, the slabs are being precast at

Topfloor’s Cape Town factory where they are

prestressed with steel reinforcement before

being delivered on flatbed trucks

to Saldanha.

“Prestressing provides hollow-core slabs

with additional strength and the slabs being

used for the Saldanha wall boast a strength

rating of 50 MPa plus. As a result, nothing

short of mechanised demolition equipment

or high explosives would make any sort of

destructive impression on the wall. This is

why prestressed slabs are being used on an

increasing basis to safeguard property of

strategic importance or high value in other

parts of the country,” advises Prinsloo.

The wall is being built to a simple yet

effective design which uses galvanised

steel H sections to support the six metre-

long slabs. The H sections are bolted onto

six threaded bars cast into the reinforced

concrete foundations. These extra heavy duty

foundations were specified by Delta to ensure

that the wall can withstand the frequent and

sometimes gale-force winds prevalent on this

stretch of coastline.

The wall follows the natural contours

of the undulating fynbos-strewn land and

rises 3,2 and 4,2 m above ground level; a

section of approximately 400 mm is buried

below ground.

Construction, which began in December

2015 and is due for completion by the end

of 2016, is effected by hoisting the slabs

using a truck-mounted crane. A special grab

mechanism had to be designed by Topfloor

to lift and install the slabs. The crane has

sufficient reach to service three wall bays

from one location. Once installed, the slabs

are caulked into the H sections with a plaster

sand and cement mix.

Part of the contract involves the planting

of a line of various types of trees on the outer

perimeter of the wall to add a green and

aesthetic element to what would otherwise

have been a stark monolith.

Additional aesthetic appeal is achieved

by mounting the panels so that the slabs’

smooth soffit sides are positioned on the

outer (public) side of the wall. Moreover, the

slabs have been cast with bevelled edges

which form V-shaped channels where the

slabs meet to further enhance the appear-

ance of the walls.

Prinsloo says there are several advan-

tages to this type of walling, speed of

construction and the superior strength of the

wall being major considerations.

Some 3 400 prestressed

hollow-core concrete

slabs are being used to

construct a five kilometre

security wall for the

Department of Public

Works at South Africa’s

naval base in Saldanha.

“Eight to 10 bays or 48 to 60 linear metres are

completed daily (eight hours). A conventional

masonry wall, which is not nearly as strong

or durable, would have taken two to three

times as long to build.

“The cost of constructing a security wall

using prestressed hollow-core slabs is consid-

erably less than an in-situ wall offering the

same properties. Moreover, precast walling

requires no shuttering or propping, onsite

curing, formwork or grouting.

“As with other walls built with

prestressed hollow-core panelling, the

Saldanha wall will have a very long life

span. It is maintenance free, and other than

occasional cleaning, no other servicing is

required. The slabs can also be dismantled

and re-used elsewhere,” adds Prinsloo.

>

Topfloor contracts manager, Norlando Nomdoe,

stands on one of the concrete foundations.

A section of completed security wall built with Topfloor prestressed hollow-core slabs at the Saldanha

Naval Base.

An inner section in which the attractive

V-shaped indentations between the slabs are

clearly visible.

A Topfloor wall slab is offloaded prior to

installation between the steel H sections.