5 - Modern Steel Construction
5 - Modern Steel Construction
5 - Modern Steel Construction
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• ing the column spacing should correspond<br />
to the spacing between floor beams. Often<br />
a column spacing of one parking bay is<br />
chosen since it presents the advantage of<br />
optically separating parking bays.<br />
The floor beams are usually designed<br />
for a clear span of 46' to 52', allowing for<br />
easy maneuverability in the aisles and a<br />
column-free parking area.<br />
The design of the floor beams depends<br />
on the floor type used.<br />
o With conventional reusable formwork<br />
the spacing between beams- not to exceed<br />
16' for economic reasons-can be<br />
chosen according to floor strength.<br />
Composite action, ensured by welding<br />
shear studs on top of the girders, results<br />
in a 20% reduction of either steel consumption<br />
or construction height.<br />
o Corrugated steel sheets or precast concrete<br />
planks present the advantage of<br />
not ha ving to use form work supports<br />
plus a shorter construction time. Normally<br />
they are used for beam spacings<br />
up to 8'.<br />
•<br />
• An even shorter construction tinle can<br />
be obtained by using precast concrete<br />
slabs. They are erected at the job site<br />
with the same crane used for the structural<br />
steel erection. This system can be<br />
designed either as composite construction<br />
or as conventional structural steelwork.<br />
[n order to save material and keep the<br />
size of the steel sections down to a minimum,<br />
many designers are specifying at<br />
least Fe 355 steel (comparable to ASTM<br />
A572-Grade SO). Further savings can be obtained<br />
by using high-strength steel such as<br />
FeE 460 (Grade 65).<br />
•<br />
Corrosion Protection<br />
Corrosion protection in Europe consists<br />
basically of shot-blasting the steel surface<br />
and applying several coats of paint, the<br />
last coat being site-applied. The modern<br />
anticorrosive treatments will guarantee<br />
protection for 10 to 20 years, depending on<br />
location. After this period, only the top<br />
coat needs to be retouched-which provides<br />
the an opportunity for giving the<br />
structure a new look.<br />
Corrosion protection is sometimes further<br />
improved by hot dip galvanizing or<br />
spray galvanizing the steel and applying<br />
one coat of paint on the jobsite.<br />
Fire Protection<br />
Open parking structures in which the<br />
I PARKING STRUCTURES I<br />
facade openings<br />
constitute at least 1I.l<br />
of the external wall<br />
area per floor and<br />
are distributed in<br />
such a way that a<br />
constant transverse<br />
ventilation is guaranteed<br />
do not need<br />
any fire protection<br />
in most parts of Europe.<br />
For underground<br />
and enclosed<br />
parking<br />
structures, fire protection is required,<br />
usually to 90 minutes.<br />
The Bottom Line<br />
The construction cost of steel parking<br />
structures in Europe varies from $3,500 to<br />
$8,000 per car space with an average of<br />
$5,500, depending on location and the<br />
choice of finishing material.<br />
<strong>Steel</strong> is a popular<br />
material for parking<br />
structures because<br />
it creates an easily<br />
accessible building<br />
with a light, transparent<br />
environment<br />
that fosters a feeling<br />
of safety. A filigreetype<br />
steelwork with<br />
a column-free parking<br />
area and wide<br />
aisles meets this<br />
need very well.<br />
Also, steel structures offer a good return .<br />
on investment for developers due to a<br />
shorter construction period. In an urban<br />
area with a poorly accessible building site<br />
and no space to store building materials or<br />
install a heavy crane, it's a clear advantage<br />
to build with steel.<br />
Gerry 5/01/ alld George Keipes are civil ellgilleers<br />
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9890. 0 Precast cOl/crete slabs ;11 composite actions<br />
<strong>Modern</strong> <strong>Steel</strong> <strong>Construction</strong> I September-October 1990 I S3