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Bridges
in Asia

Recent vigorous economic growth in South East Asia has
redistributed population and expanded industry and infrastructure
building. Development of rural and remote regions required
innovative engineering solutions to gain right of way
to new land for extractive purposes, industry, urban
development and the critical arteries of commerce – roads.
In countries where, historically, seaports and rivers
were the main outlets, roads and bridges emerged
to provide heavy load capability and more reliable and
productive transport.
In this respect steel bridges were found well suited
to the pace of development and challenging
terrain. Offsite completion, orthodox freight to site
and relatively simple erection were invaluable aids
to the rapid expansion of the time.
The use of steel in bridge construction is not new, and
knowledge of the manufacture and behaviour of this material
is well understood where advancing design use of steel
has resulted in economical and
aesthetically pleasing bridge structures. Steel offers
particular advantages in that it can be shop
fabricated, under controlled conditions, to almost any
desired cross sectional geometry to meet the
specific strength requirement at each site, often at
completely undeveloped locations.
However corrosion prevention is one essential factor
in the economic utilisation of steel where
provision of the appropriate protective coating can influence
initial and whole of life cost, eliminate
maintenance and lost service time, and defer the replacement
date of structures.
A wide variety of products have been used for this purpose,
however, many bridges require permanent
maintenance teams to sustain adequate steel protection.
In most environments, after-fabrication galvanizing provides
very suitable corrosion protection for steel
and has a range of coating characteristics which make
it unique. These include an alloy hardness
greater than mild steel, a self-inspecting process discipline
and predictable life directly proportional to
its heavy coating thickness. These result in a surface
alloy with competitive cost, resistance to severe
impact, extended service life and in turn reliability
for use in engineering calculations.
This issue of ‘galvanize!’ features the widespread
use of hot dip galvanized steel bridges in the
development of a number of South East Asian countries.
Twenty-five years on, these are a tribute to
many people and to the value of galvanized steel.
Taiwan
The Ma Tsao Bridge in Mount Yang Ming, North Taiwan,
the earliest bridge to utilize after-fabrication hot
dip galvanized steel, was opened in 1992. From then on,
approximately 30 000 tonnes of steel and around 30–40
bridges have been hot dip galvanized. The most representative
of these bridges are the Chung Cheng Overpass and the
Linkou Bridge. There are now approximately 25 000 tonnes
of bridges under construction which are the result of
work by the galvanizing industry, with government and
academia, in presenting proof of service of the hot dip
galvanizing process, where security, low cost and reliability
were crucial factors.
Taipei – Linkou Bridge
The Linkou Bridge is an 8-lane overpass bridge, 22.6
metres in width and 1065 metres in length, located
in a non-sheltered environment adjacent to the seafront
on the northeast coast of Taiwan. This girder type
bridge utilized 7300 tonnes of galvanized 2 metre girders
as well as 3030 tonnes of galvanized steel reinforcement
to provide long-term corrosion protection in the salt-laden
atmosphere of the Taiwan Strait.
Authority: Taiwan Highway Bureau
Taipei – Chung Cheng Overpass Bridge
The Chung Cheng Overpass Bridge, opened in 1996, has
6 lanes, is 24.9 metres wide, 1672 metres in length and
utilizes 7000 tonnes of hot dip galvanized steel girders.
Heavy vehicular usage across the bridge and roads beneath,
and the confined nature of the location with buildings
in such close proximity, would make any bridge maintenance
a major logistical problem.
Authority: Taiwan Provincial Housing and Urban Department
Bureau
Designer: China Engineering Consulting Inc
Construction: RET-SER Engineering Agency and Evergreen
Heavy Industrial Corp.
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